HomeMy WebLinkAboutDERR-2025-000463
195 North 1950 West, 4th
-4820
Telephone (801) 536---3978
www.deq.utah.gov
Printed on 100% recycled paper
State of Utah
Department of
Environmental Quality
Kimberly D. Shelley
Executive Director
DIVISION OF AIR QUALITY
Bryce C. Bird
Director
SPENCER J. COX
Governor
DEIDRE HENDERSON
Lieutenant Governor
November 12, 2024 DAQA-761-24
Gary McEntee
NT Development
1700 South 4650 West
Salt Lake City, UT 84104
David Cline, PE
Stantec
2890 East Cottonwood Parkway, #300
Salt Lake City, UT 84121
Dear Messrs. McEntee and Cline:
Re: Asbestos Work Plan Airport West VCP Concrete Crushing, Salt Lake City. Utah
On November 6, 2024, the Utah Division of Air Quality (DAQ) received an asbestos project design from
Wasatch Environmental, Inc. for the Airport West VCP Concrete Crushing project located at 140 North
7200 West, Salt Lake City, Utah. The DAQ has reviewed and has attached the accepted work plan and you
can start the project upon receipt of this signed letter.
Please ensure that the procedures listed in the project design are followed during this project. All
applicable rules remain in effect for this project.
Please contact Michael Scott at (385) 266-1869 or mwscott@utah.gov if you have any questions regarding
this letter.
Sincerely,
Bryce C. Bird
Director
BCB:MS:lr
CONCRETE CRUSHING WORK PLAN
AIRPORT WEST VCP
Prepared for:
Stantec
2890 East Cottonwood Parkway #300
Salt Lake City, Utah 84121
NT Development
1700 South 4650 West
Salt Lake City, Utah 84104
October 23, 2024
Prepared by:
Audra Heinzel
Utah-Certified Project Designer (ASB-3952)
Wasatch Environmental, Inc. (ASBC-169)
2410 West California Avenue
Salt Lake City, Utah 84104
Concrete Crushing Work Plan Airport West VCP
Wasatch Environmental, Inc.Table of Contents
Page i
TABLE OF CONTENTS
Section Page No.
1. INTRODUCTION ............................................................................................................................................. 1
1.1 Site Location and Description ............................................................................................. 1
1.2 Background......................................................................................................................... 1
2. CONCRETE CRUSHING OPERATIONS AND OVERSIGHT.......................................................................... 2
3. OVERSIGHT TIMELINE AND DURATION...................................................................................................... 3
4. REPORT.......................................................................................................................................................... 3
Figures
Figure 1 – Property Map
Figure 2 – 2007 Aerial Photograph
Figure 3 – 2008/2009 Aerial Photograph
Figure 4 – 2010 Aerial Photograph
Figure 5 – Work Plan Map
Appendices
Appendix A – 2024 Asbestos Survey Report
Concrete Crushing Work Plan Airport West VCP
Wasatch Environmental, Inc.Page 1
1. INTRODUCTION
The Airport West Voluntary Cleanup Program (VCP) site (Property) is listed as VCP Site #C092 and
includes the former North Temple Landfill (NTL). The NTL is a closed municipal landfill that was operated
by Salt Lake City Corporation from 1959 until 1979. This work plan (Work Plan) is for the oversite of the
crushing of concrete in a pile that is located on the western portion of the Property at the northwest corner
of 7200 West and Interstate 80 (I-80). This work plan is intended to summarize the scope of work to be
performed for suspect asbestos-containing material (ACM) oversight of the crushing operations.
1.1 Site Location and Description
The North Temple Landfill site is located between downtown Salt Lake City and the Great Salt Lake,
along I-80 on the North Temple Frontage Road approximately 6100 West and 7500 West, within the
northwest portion of Salt Lake County, Utah. The portion of the landfill where the concrete pile is located
is the western portion. The concrete pile occupies approximately 14 acres.
1.2 Background
The NTL is a closed municipal landfill that was operated by Salt Lake City Corporation between 1959 and
1979. During its operation, waste was deposited in shallow trenches and when filled, covered with native
soil. The landfill operation began in the eastern portion of the landfill and moved west as the landfilling
operation extended across the site. During the life of the landfill, the site received the majority of Salt Lake
City’s municipal waste stream. After Salt Lake City closed the landfill in 1979, the Property lay fallow. The
Property was previously owned by Suburban Land Reserve (SLR), an entity of the LDS Church. In 2017,
Utah’s School and Institutional Trust Land Administration (SITLA) obtained title from SLR to a 770-acre
parcel that encompasses the footprint of old landfill. SITLA’s plan has been to redevelop the Property and
enhance the Trust Fund for its stated beneficiaries (Permanent School Fund).
The concrete product pile consists of approximately 250,000 cubic yards of recycled concrete spread
over approximately 14 acres. The concrete pile lies atop a portion of the former NTL with known soil and
groundwater impacts. As part of the VCP investigation and remedial activities, the concrete pile must
be moved to provide access for additional soil and groundwater investigation, installation of
groundwater monitoring wells, and planned remediation activities. NT Development (SITLA’s
remediation contractor) plans to have the concrete crushed onsite. A portion of the crushed concrete
will be used as backfill and for roads during Airport West remedial activities. Furthermore, a portion of
the crushed concrete will be sold to the general public for commercial development, roadways, etc.
The concrete was placed on the Property around 2007 and originates from building foundations and
parking structures demolished in anticipation of the development of the City Creek Shopping Center in
Salt Lake City. IHI Environmental conducted pre-demolition asbestos surveys for all of the demolished
structures and SLR, the developer of City Creek and the former Property owner, agreed to stage the
concrete from the demolition on the Property. Each truck load of concrete demolition product was
reported as certified by IHI Environmental as asbestos free prior to being dumped on the Property.
However, SLR has not been able to locate the pre-demolition ACM surveys, asbestos-abatement
documentation, nor the IHI Environmental certifications. This Work Plan identifies concrete crushing
oversight activities intended to confirm the previous pre-demolition surveys and identify any suspect
ACM.
During a site visit with the Utah Division of Air Quality Air Toxics Lead and Asbestos group (UDAQ
ATLAS), suspect ACMs were observed on the surface of the concrete pile. Given the unavailability of
prior asbestos survey documentation, Stantec and Wasatch Environmental, Inc., (Wasatch) Utah-certified
asbestos inspectors performed, and asbestos survey of the suspect materials observed on the top of the
concrete pile in September 2024. A copy of the survey is presented as Appendix A. For the purposes of
the survey, the pile was divided into 8 Sectors (see Figure 1) and a total of 89 bulk material samples were
collected from 33 homogeneous materials observed which included epoxy coatings, conduit wrap, roofing
materials, resinous materials, stair tread and other flooring, carpet, tar, fabrics, insulation materials,
Concrete Crushing Work Plan Airport West VCP
Wasatch Environmental, Inc.Page 2
wrapped wiring, leveling compounds, plaster, and other miscellaneous materials. The suspect materials
represent approximately 1% of the concrete product on the Property.
No asbestos content was identified in the samples collected with the exception of three samples of a
malleable royal blue/grey coating. Laboratory analysis identified between 2% and 5% Chrysotile asbestos
in this coating material. The three pieces of this material were observed in Sector 2 of the overall concrete
pile. There was approximately 1-square-foot of this material present. This material is a Category II non-
friable material that would potentially become friable if run through the concrete crushing unit.
Placement of the concrete on the Property began in 2007 as evidenced in the 2007 aerial photograph
presented as Figure 2. By 2008/2009 the majority of the current material was present. The 2007,
2008/2009, and 2010 aerial photographs (Figures 2, 3, and 4) provide a general idea of how the concrete
product was placed as it was brought onto the Property with placement beginning on the southeastern
portion and moving to the west and north. Segregated wind rows and piles can be seen in Sectors 1
through 5 on the 2010 aerial photograph. Based on the aerial photographs, information provided to us by
NT Development, and our observations during the September 2024 asbestos survey, the truck loads from
each building were placed in the same piles as they were received as opposed to being randomly spread
across the Property. Therefore, we have concluded that the asbestos-containing coating is isolated to
Sector 2.
2. CONCRETE CRUSHING OPERATIONS AND OVERSIGHT
Work will begin with assembling a concrete crusher in the east-central area of the concrete pile (see
Figure 5). During construction of the crusher, a bulldozer(s) will be used to create access roads through
the pile by pushing the concrete product into place. Water will be used for dust suppression during these
initial operations. Work activities will then move to the southwest corner of the Property and begin
pushing the concrete product into 3 to 4-foot-tall windrows. Water will be used for dust suppression on the
Property during crushing operations in accordance with all applicable UDAQ regulations. The dust
suppression will be performed by spraying water using a water truck or other means over the concrete as
it is being moved to knock down visible dust. During crushing operations, a Utah-certified asbestos
inspector(s) will be observing the concrete product being turned over, providing visual inspection of
the underlying concrete product . A risk management check list with emergency
plans as needed will be prepared for inspection personnel and will be reviewed at daily site meetings.
The certified inspector(s) will be staged at a safe distance from the bulldozer(s), but in a location that the
inspector can observe the concrete product being turned over. Binoculars may be used for this purpose.
In addition to certified asbestos inspectors observing these operations, equipment operators will have
completed two-hour Occupational Safety and Health Administration (OSHA) asbestos awareness training
to be able to identify suspect ACMs. Once several windrows have been created, and the inspector can
safely inspect the windrows up close, the inspector will observe the concrete for the presence of suspect
ACM not sampled or identified during the September asbestos survey. A photographic log of all materials
sampled during the asbestos survey is presented in the survey report for reference and will be kept
onsite. Once the inspector(s) has cleared a windrow, the bulldozer will push the windrow concrete product
into a large stockpile (up to 20 feet tall). A front-end loader will then transfer the concrete from the
stockpile to the concrete crusher. Sector 2 will be the last area inspected for clearance during concrete
crushing operations.
In the event that suspect ACM not previously observed is encountered, the inspector will communicate
with the bulldozer operator that the windrow of specified pile is not cleared and is pending sample results.
The windrow or pile will be marked with signage typical of traffic controls to clearly communicate visually
the pile has not been cleared for crushing. The inspector will then enter the work area to investigate the
material. If it is determined by the inspector that the material is indeed a new homogeneous material, the
inspector will direct the bulldozer to cease working in that area and move to another location to continue
operations. The inspector will take a clear representative photograph of the material, log the samples in
their daily field notes, then collect a minimum of two samples per homogeneous material unless it’s a
surfacing material which will be sampled in accordance with the Utah Asbestos Rule, 3-5-7 sampling
Concrete Crushing Work Plan Airport West VCP
Wasatch Environmental, Inc.Page 3
protocol. The samples will be delivered under chain of custody to Dixon Information, a NVLAP-certified
laboratory, for analysis using visual estimation with the use of polarized light microscopy (PLM) according
to EPA 600/R-93-116 on an afterhours laboratory turnaround.
The photograph of the material and analytical results will be added to the log of materials previously
sampled. If sample results indicate that the material is asbestos containing (>1% asbestos), and is non-
friable, a backhoe will be utilized to determine extent and quantity of the ACM in the work area concrete
product. The concrete product with the ACM will then be transported to a designated staging area (see
Figure 5). The staging area will then be delineated with red tape or signage stating that the concrete
product in that area is asbestos containing.
If friable ACM is encountered, the concrete product pile in that area will be thoroughly wetted, covered
with polyethylene sheeting, and delineated with caution tape and the UDAQ will be notified. A licensed
asbestos abatement contractor will be retained for abatement operations. All abatement activities will be
performed in accordance with Utah Asbestos Rule (R307-801) and 40 CFR Part 61 NESHAP Subpart M
National Emission Standard for Asbestos. Abatement activities are beyond the scope of this work plan
and are not discussed further.
In Sector 2, where the known ACM royal blue/grey coating has been observed, a backhoe will be used to
segregate pieces of concrete and any other product that might be present from the pile. A certified
inspector will observe these operations for pieces of the ACM coating, or any other suspect materials not
previously observed and/or sampled. Given the bright royal blue color of the material, it is easily
identifiable. The pieces of concrete will be stockpiled for transfer to the crusher. If at any time the ACM
coating is observed, the backhoe will collect the material and surrounding concrete product into the
bucket and transport it to an established ACM staging area or create a new ACM staging area.
Segregation may then continue until all concrete product free of the ACM coating has been stockpiled.
Given the background and nature of the Property, all staged concrete product with ACM will remain
onsite. The concrete product will eventually be moved to the Airport West debris repository, which is
described in detail in the November 8, 2022, Project Design Contingency Plan for the Airport West VCP
and the August 2022 Phase I Area Remedial Action Plan (RAP). The repository will be located
approximately 0.6 miles east of the Property within the boundaries of the NTL. No asbestos-containing
material will be disposed outside the NTL boundaries.
3. OVERSIGHT TIMELINE AND DURATION
The concrete crushing operation is expected to take four months to complete. During the first four weeks
of operation, a Utah-certified asbestos inspector(s) will be onsite during all work activities. If after four
weeks no additional suspect ACM has been identified in the windrows, oversight will be reduced to
morning site visits to inspect windrows created the day before. Daily inspection logs will be completed
that will document the date and time of inspection, inspector, a photographic log, and a hand drawn map
of the windrows approved/not approved for crushing. As work involves Sector 2, a certified asbestos
inspector(s) will again be staged onsite during all work activities until crushing operations have ceased. If
equipment operators encounter suspect ACM, work will stop in that area and a certified asbestos
inspector will be contacted to inspect the material.
4. REPORT
After the crushing operations are completed, a report will be produced that will include a narrative of the
crushing operations and oversight, a description of additional suspect homogenous materials sampled (if
any) including the estimated quantity and material condition, sampling protocol, location of any concrete
product with asbestos-containing materials remaining on the Property, quantity of remaining product, final
disposition of the remaining product, and final disposition and quantity of crushed concrete product;
sample location figure(s); daily inspection/field logs; photographs; analytical reports and chain-of-custody
documentation (if any); asbestos inspector certifications; and equipment operator training certificates. A
Concrete Crushing Work Plan Airport West VCP
Wasatch Environmental, Inc.Page 4
copy of the final report will be submitted to the UDAQ project manager within 30 days of crushing
operations ceasing.
Appendix A
Appendix A
Photolog
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Appendix B
Asbestos Laboratory Analytical Reports
September 10, 2024
Sincerely,
Jeanne Spencer
President
Subcontractor Number:
Laboratory Report: RES 614372-1
Project #/P.O. #: 1660-005C
Project Description: Airport West Concrete
Audra Heinzel
Wasatch Environmental
2410 West California Ave.
Salt Lake City UT 84104
Dear Audra,
Eurofins Reservoirs is an analytical laboratory accredited for the analysis of Industrial Hygiene and
Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code
101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the
American Industrial Hygiene Association (AIHA LAP, LLC), Lab ID 101533 for Phase Contrast Microscopy
(PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively.
Eurofins Reservoirs has analyzed the following samples for asbestos content as per your request. The analysis
has been completed in general accordance with the appropriate methodology as stated in the attached analysis
table. The results have been submitted to your office.
RES 614372-1 is the job number assigned to this study. This report is considered highly confidential and the
sole property of the customer. Eurofins Reservoirs will not discuss any part of this study with personnel other
than those of the client. The results described in this report only apply to the samples analyzed, as received and
with the information provided by the customer. This report must not be used to claim endorsement of products
or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced
except in full, without written approval from Eurofins Reservoirs. Samples will be disposed of after sixty days
unless longer storage is requested. If you have any questions about this report, please feel free to call
303-964-1986.
by Paul LoScalzo
09/10/202409/10/202409/10/202409/10/2024
Eurofins Reservoirs Environmental, Inc
Eurofins Reservoirs QA Manual
Effective September 06, 2023
Q:\QAQC\Eurofins Reservoirs QA Manual.pdf
(303) 964-1986
(866) RES-IENV
https://www.eurofinsus.com/builtenv
https://clients.rei.et.eurofinsus.com
4955 Yarrow St, Suite 100, Arvada, CO 80002
Page 1 of 10
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PLM - PLM Short Report (EPA/600/R-93/116)
TEM - AHERA (+/- or Quantified), Microvac (+/- or Quantified), Wipe (+/- or
Quantified), NIOSH 7402, Yamate Level II, ISO 10312, ISO 13794, Chatfield,
Drinking Water, Waste Water, Bulk +/-, CARB Modified Ahera
PCM - 7400A, 7400B, OSHA
DUST - Total, Respirable
METALS - Analyte(s)
Lead Only (7082, 7420, Waste Water, Foodware), Multi Metals (7303,6020A,
200.8, Waste Water, Foodware, OSHA ID-125G), pH (Liquid or Non-Liquid),
TCLP, RCRA 8 Scan, Welding Fume Scan, Full Metals Scan
ORGANICS - Methamphetamine, TSS
VIABLES - Campylobacter, Bacillus, Salmonella (Culturable or 1-2), Listeria,
E.coli O157:H7, E.coli/Coliforms - Plated, S.aureus, Yeast & Mol, Aerobic Plate
Count, Coliforms/E.coli - (State Water, Drinking Water, Non-Drinking Water, +/-,
Quantification), Lactic Acid, Viable Microbial Count (wo/ID or w/ID),
Enterococcus (+/- or Quantification), Legionella (P, NP, C)
MEDICAL - Bioburden, LAL
MOLD - Spore Trap, Bulk Mold, Particulate Identification
Sample Volume (L) / Area
Length(or Aliquots) x Width(or Area per Aliquot)
Matrix Code
# of Containers
Date Collected
mm/dd/yy
Time Collected
hh:mm
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TEM - AHERA (+/- or Quantified), Microvac (+/- or Quantified), Wipe (+/- or
Quantified), NIOSH 7402, Yamate Level II, ISO 10312, ISO 13794, Chatfield,
Drinking Water, Waste Water, Bulk +/-, CARB Modified Ahera
PCM - 7400A, 7400B, OSHA
DUST - Total, Respirable
METALS - Analyte(s)
Lead Only (7082, 7420, Waste Water, Foodware), Multi Metals (7303,6020A,
200.8, Waste Water, Foodware, OSHA ID-125G), pH (Liquid or Non-Liquid),
TCLP, RCRA 8 Scan, Welding Fume Scan, Full Metals Scan
ORGANICS - Methamphetamine, TSS
VIABLES - Campylobacter, Bacillus, Salmonella (Culturable or 1-2), Listeria,
E.coli O157:H7, E.coli/Coliforms - Plated, S.aureus, Yeast & Mol, Aerobic Plate
Count, Coliforms/E.coli - (State Water, Drinking Water, Non-Drinking Water, +/-,
Quantification), Lactic Acid, Viable Microbial Count (wo/ID or w/ID),
Enterococcus (+/- or Quantification), Legionella (P, NP, C)
MEDICAL - Bioburden, LAL
MOLD - Spore Trap, Bulk Mold, Particulate Identification
Sample Volume (L) / Area
Length(or Aliquots) x Width(or Area per Aliquot)
Matrix Code
# of Containers
Date Collected
mm/dd/yy
Time Collected
hh:mm
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TEM - AHERA (+/- or Quantified), Microvac (+/- or Quantified), Wipe (+/- or
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Drinking Water, Waste Water, Bulk +/-, CARB Modified Ahera
PCM - 7400A, 7400B, OSHA
DUST - Total, Respirable
METALS - Analyte(s)
Lead Only (7082, 7420, Waste Water, Foodware), Multi Metals (7303,6020A,
200.8, Waste Water, Foodware, OSHA ID-125G), pH (Liquid or Non-Liquid),
TCLP, RCRA 8 Scan, Welding Fume Scan, Full Metals Scan
ORGANICS - Methamphetamine, TSS
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E.coli O157:H7, E.coli/Coliforms - Plated, S.aureus, Yeast & Mol, Aerobic Plate
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Drinking Water, Waste Water, Bulk +/-, CARB Modified Ahera
PCM - 7400A, 7400B, OSHA
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200.8, Waste Water, Foodware, OSHA ID-125G), pH (Liquid or Non-Liquid),
TCLP, RCRA 8 Scan, Welding Fume Scan, Full Metals Scan
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September 17, 2024
Ms. Audra Heinzel
Wasatch Environmental
2410 W California Ave.
Salt Lake City, UT 84104
Ref: Batch # 210667, Lab # WE4409 - WE4410
Received September 12, 2024
Test report, Page 1 of 3
7200 W Airport West
Job# 1660-005C
Sampled by Audra Heinzel 9/12/24
Dear Ms. Heinzel:
Samples WE4409 through WE4410 have been analyzed using the qualitative analysis of bulk
samples by polarized light microscopy (PLM), and the quantitation of asbestos content by calibrated
visual estimate (CVE) based on EPA -- 40 CFR Appendix E to Subpart E of Part 763 (EPA 600/M4-
82-020), Interim Method of the Determination of Asbestos in Bulk Insulation Samples, and EPA
600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials, as well as
guidance from the OSHA ID-191 method. Appendix "A" contains statements which an accredited
laboratory must make to meet the requirements of accrediting agencies. It also contains additional
information about the method of analysis. Appendix "A" must be included as an essential part of
this test report. This analysis is accredited under NVLAP Lab Code: 101012-0. It does not contain
data or calibrations for tests performed under AIHA-LAP LLC Lab Code: 101579.
This report may be reproduced but all reproduction must be in full unless written approval
is received from the laboratory for partial reproduction. The results of analysis are as follows:
Lab WE4409, Field AS-1 Grey/Blue Epoxy
This sample contains two types of material: The first type is in blue and
grey binder with limestone; the second type is off-white sandy plaster. This sample is non-
homogeneous.
The first type is 90% of the sample. The second type is 10% of the sample.
Lab WE4410, Field AS-2 Grey/Blue Epoxy
This sample is in blue and grey binder with limestone.
Batch # 210667
Lab # WE4409 - WE4410
Page 2 of 3
In order to be sure reagents and tools used for analysis are not contaminated with asbestos,
blanks are tested. Asbestos was none detected in the blanks tested with this bulk sample set.
Very truly yours,
Steve H. Dixon, President
Analyzed by James Butts on September 16, 2024
Batch # 210667
Lab # WE4409 - WE4410
Page 3 of 3
"This report relates only to the items tested. This report must not be used to claim product
certification, approval or endorsement by NVLAP, NIST, AIHA-LAP LLC, or any agency of the
US government."
NVLAP and AIHA-LAP LLC require laboratories to state the condition of the samples
received for testing. The condition of these samples is acceptable for analysis unless there is a
characteristic indicating otherwise. If a test item is not acceptable, requires a modification to the
standard method, or has cause for analysis sensitivity, it will be identified by a note for that
particular test item under the laboratory number on the final report. If the samples are non-
homogenous, a statement will be included with the sample result. Each component or sub-sample
is analyzed separately. The reported results and percentages of each material type are based on the
sample received by the laboratory and may not be representative of the parent material. Orientation
of top and bottom may not be specified due to uncertainty of orientation.
For air count analysis, samples are not blank corrected unless otherwise noted.
For air count analysis, the results may be biased when interferences are noted.
The accuracy of asbestos analysis in bulk samples increases with increasing concentration
of asbestos. Pigments, binders, small sample size, and multiple layers may affect the analysis
sensitivity.
There are two methods for analysis of asbestos in a bulk test sample:
and . Visual estimation with gravimetry is the most sensitive method. If an analyst
makes a patient search, 0.1% or less asbestos can be detected in a bulk sample. Point count
analysis is a method with a statistical approach.
Government agencies regulate asbestos containing materials (ACM) whenever the ACM
is more than 1%. EPA will not accept visual estimation to verify that trace amounts of asbestos
are less than 1%. EPA requires point count to verify less than 1% asbestos content. OSHA
requirements apply on samples containing any amount of asbestos.
Due to higher charge for a point count analysis, Dixon Information Inc. does not perform
a point count unless authorized to do so by the customer. If a sample is point counted, when
possible, various chemical and/or physical means may be used to concentrate the asbestos in the
sample. This is permitted by the EPA method and it increases the accuracy of the analysis.
Appendix C
Certifications