HomeMy WebLinkAbout04252022 CC Special Meeting Packet
Special City Council Meeting
Monday, April 25, 2022 at 5:30 p.m.
Council Chambers, City Hall
All public is invited to attend.
Seward City Council
Agenda Packet
April 19, 2022
Brenda Ballou, City Clerk
City of Seward
Re: April 25, Special Meeting
Madam Clerk,
Please consider this my written request as required by Seward City Code 2.10.030 (a)(2) for a
special meeting on April 25, 2022, at 5:30 pm, for the following item:
• Jesse Lee Home Site Update
Please note the format is a special meeting with a committee of the whole.
Thank you,
Janette Bower, City Manager
Alaska Starts Here…
City of Seward
PO Box 167
Seward, Alaska 99664
City Manager’s Office
Janette Bower, City Manager
Phone: 907-224-4012
Email: jbower@cityofseward.net
SPECIAL MEETING NOTICE
Pursuant to Seward City Code 2.10.030 (2), this is to serve as the written notice
calling a City Council Special Meeting on Monday, April 25, 2022 at 5:30 p.m.
for the purpose of:
Committee of the Whole: Jesse Lee Home Property Mitigation &
Future Use
The meeting will commence in the City Council Chambers, City Hall, 410 Adams
Street, Seward. All interested persons are invited to attend the meetings.
All public is invited to attend.
Posted: Tuesday, April 12, 2022
City Hall bulletin board
U.S. Post Office
Harbormaster's Building
Seward Community Library Museum
City of Seward, Alaska City Council Special Meeting Agenda
April 25, 2022 Page 1
The City of Seward, Alaska
Special City Council Meeting
April 25, 2022 5:30 p.m. Council Chambers
Christy Terry
Mayor
Term Expires 2022
Sue McClure
Vice Mayor
Term Expires 2023
John Osenga
Council Member
Term Expires 2024
Liz DeMoss
Council Member
Term Expires 2023
Ristine Casagranda
Council Member
Term Expires 2022
Mike Calhoon
Council Member
Term Expires 2024
Randy Wells
Council Member
Term Expires 2022
Janette Bower
City Manager
Brenda Ballou
City Clerk
Brooks Chandler
City Attorney
1.CALL TO ORDER
2.PLEDGE OF ALLEGIANCE
3.ROLL CALL
4.CITIZEN COMMENTS ON ANY SUBJECT EXCEPT
THOSE ITEMS SCHEDULED FOR PUBLIC HEARING
[Those who have signed in will be given the first opportunity to speak. Time
is limited to 3 minutes per speaker and 36 minutes total speaking time for this
agenda item.]
5.APPROVAL OF AGENDA AND CONSENT AGENDA
[Approval of Consent Agenda passes all routine items indicated by asterisk
(*). Consent Agenda items are not considered separately unless a council
member so requests. In the event of such a request, the item is returned to
the Regular Agenda]
6.NEW BUSINESS
A.Other New Business Items
1.Committee of the Whole: Jesse Lee Home Site Update
7. CITIZEN COMMENTS
8. COUNCIL AND ADMINISTRATION COMMENTS &
RESPONSES TO CITIZEN COMMENTS
9.ADJOURNMENT
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Final Environmental Work Plan
Seward Orphanage – Jessie Lee Home Building Demolition
Seward, Alaska
ADEC File # 2332.38.054
Hazard ID: 27559
Prepared for:
Coldfoot Environmental Services Inc.
Prepared by:
Kasteler Consulting, Inc.
March 2022
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Draft Environmental Work Plan
Jessie Lee Home Building Demolition
- Page Intentionally Left Blank -
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TABLE OF CONTENTS
1. INTRODUCTION ....................................................................................................... 1
1.1. Site Description and Background ........................................................................... 1
1.1.1. Balto Building ........................................................................................... 4
Boilers, Floor Sump and Fuel Piping Area .............................................................. 4
AST Containment ................................................................................................. 5
Floor Drains and Piping ........................................................................................ 5
1.1.2. Jewel Building ........................................................................................... 6
Floor Drains and Piping ........................................................................................ 6
Boiler 7
1.2. Project Objectives ................................................................................................ 7
1.3. Regulatory Framework ......................................................................................... 8
2. FIELD ACTIVITIES ................................................................................................. 10
2.1. Contaminated Material Excavation, Treatment, Transport and Disposal ................... 10
2.1.1. Contaminated Soil Excavation .................................................................. 10
2.1.2. Concrete Segregation and Removal ........................................................... 10
2.1.3. Contaminated Media Treatment, Transportation and Disposal ...................... 11
2.2. Field Screening .................................................................................................. 11
2.3. Analytical Sampling ........................................................................................... 12
2.3.1. Waste Characterization Sampling .............................................................. 13
2.3.2. Excavation Confirmation Sampling ........................................................... 13
2.3.3. Sample Management ................................................................................ 14
2.3.4. Sample Documentation and Numbering ..................................................... 14
2.3.5. Sample Custody ....................................................................................... 14
2.3.6. Sample Packaging and Shipping ................................................................ 15
2.4. Investigative Derived Waste ................................................................................ 15
2.5. Reporting .......................................................................................................... 15
3. REFERENCES .......................................................................................................... 17
APPENDICES
A: Figures
B: Photographic Log
C: Analytical Data Package
D: Chemical Data Review and ADEC Checklist
E: Preliminary Conceptual Site Model
F: ADEC Draft Work Plan Comments
G: Qualified Environmental Professional Resume
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LIST OF ACRONYMS
18 AAC 75 ....... Title 18 Alaska Administrative Code Chapter 75
ADEC .............. Alaska Department of Environmental Conservation
bgs ................... below ground surface
°C ..................... degrees Celsius
CFR ................. Code of Federal Regulations
Coldfoot ........... Coldfoot Environmental Services Inc.
COS ................. City of Seward
Cy .................... cubic yard
DOT ................. Department of Transportation
DRO ................ diesel range organics
EPA ................. Environmental Protection Agency
ft ...................... feet
GRO ................ gasoline range organics
KCI .................. Kasteler Consulting Inc.
mg/kg ............... milligram per kilogram
PAH ................. polycyclic aromatic hydrocarbons
PID .................. Photoionization detector
POL ................. petroleum, oil and lubricants
ppm .................. parts per million
QC ................... Quality Control
RCRA .............. Resource Conservation and Recovery Act
RRO ................. Residual Range Organics
SGS .................. SGS Environmental Services, Inc.
Sq ft ................. Square foot
TCLP ............... Toxicity Characteristic Leaching Procedure
µg/kg................ microgram per kilogram
VOC ................ volatile organic compound
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1. INTRODUCTION
Kasteler Consulting, Inc (KCI) has prepared this Environmental Work Plan on behalf of Coldfoot
Environmental Services Inc. (Coldfoot) to detail environmental support activities that have been
conducted to date at the Seward Orphanage – Jessie Lee Home, Seward, Alaska (herein also
referred to as the “site”) and those remaining to be conducted to complete the project objectives.
Coldfoot was contracted by the City of Seward (COS) to demolish the site buildings and related
utility infrastructure within the building footprints. Coldfoot contracted KCI to assist with the
characterization and disposal of petroleum, oil, and lubricant (POL) contaminated concrete and the
investigation of other potential environmental concerns such as floor drains, subsurface utility
connections (water and septic) and to evaluate for potential soil contamination. Initial investigative
findings and soil analytical results are presented below in Section 1.1. Environmental activities
covered under this EWP include the excavation and offsite treatment/disposal of POL contaminated
concrete and soil contaminated with POL and metals greater than ADEC regulatory cleanup levels
at the site so Coldfoot can complete site restoration activities and the property be available for
construction of a city park.
1.1. Site Description and Background
The property consists of Lots 15A and 15B, Jesse Lee Heights Subdivision, Addition No. 4. Lot
15B is a 72,268 square foot parcel which is primarily accessed off Phoenix Road. The northeast
comer of the lot also adjoins Benson Drive. Lot 15A is an 43,449 square foot parcel that is accessed
off Benson Drive (2001 COS). In total the site, approximately 2.6 acres in size (Figure 1,
Appendix A). The Seward Orphanage, also known as the Jesse Lee Home for Children, was a
former home for displaced children. Original construction in 1925-1926 included two dormitories,
Jewel Guard Hall and Goode Hall. The Balto Building was added between the two dormitories in
1937 and provided dining space and a large kitchen. The home was operated by the United
Methodist Church from its opening in 1926 until the 1964 earthquake after which the Goode Hall
building suffered extensive damage, was demolished, and operations were relocated to a new
building in Anchorage, Alaska. The following is a list of known owners and projects that have been
proposed for the Jesse Lee Home since its closure after the 1964 earthquake (2001 COS).
1965 Alaska Children's Services (Methodist Women's Home Missionary Society) transferred
ownership to the City of Seward
1970 Development Corporation of America purchased and proposed development that
included condominiums, apartments, and a convention hall
- City of Seward had ownership at some point during this time
+ 1973 Last Frontier Inc. purchased and proposed development of a hotel
+ 1981 City of Seward had ownership at some point during this time
1984 M&I Partnership (Frank Irick & Mary Bellenir) purchased and proposed development of
the home into condominiums and time shares. Frank Irick received a CUP for this project
that expired in 1984.
1991 Billy "Blackjack" Johnson started a movement to raise $400,000 to purchase the home,
and preserve the site as a historical building/museum
+1995 Seward Senior Center proposed to restore the buildings for senior housing.According to
Judy Martin, who was the Director of the Senior Center at that time, two engineer
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reviews were completed at that time with conflicting results as to whether the structures
could be restored
1996 Daniel Claugus, in agreement with Frank Irick, obtained a CUP for a hotel complex. He
obtained two extensions and the CUP expired in 1997. According to a 1998 letter from
Mr. Irick, Mr. Claugus was unable to obtain financing.
1998 Frank Irick obtained a CUP for a hotel complex that expired in 1999
1999 Dale Lindsey hired Franklin & Associates, Consulting Engineers, to examine the
condition of the building and provide a preliminary opinion as to the feasibility of
converting the structure into either a hotel or office building. That evaluation determined
that the structure should be considered unstable, and that a significant engineering effort
would be required to establish the required structural capacity of the building, The report
concluded that, rebuilding the structure will require substantial work and material effort
involving all of the basic structural components and will be a relatively expensive
undertaking.
2000 Friends of the Jesse Lee Home entered into an agreement with the COS to restore the
buildings sometime around 2000.
Efforts to restore the Jewel and Balto buildings were made over the years from 2000 on however,
after little progress and building deterioration, the City of Seward voted to demolish the buildings
in 2020 (Wikipedia). The City of Seward contracted Coldfoot to demolish the buildings in 2020
and work began in the spring of 2021.
Upon the request from Coldfoot, a site visit was conducted by KCI in October of 2020 to visually
inspect the buildings and evaluate the following environmental concerns prior to building
demolition. Photos 1 and 2 in Appendix B present the general as-built building layouts.
1) Floor drains and septic. It was unknown if the buildings were connected to a
drain/septic system and the location of the septic system, if present, was not known.
The COS indicated the buildings were not connected to city sewer and water utilities.
Building basements were inspected for floor drains or other subsurface structures that
could potentially be classified as an Environmental Protection Agency (EPA) Class V
Injection Well. In the Jewel Building, no floor drains were identified, and all interior
drain piping was observed to properly extend through the concrete floor and stem
walls. No staining was observed on the concrete floor and no other indication of
potential environmental concerns were identified. In southern half of the Balto
Building basement, two floor drains were identified, one floor drain provided drainage
for a trench drain system and the second was a box style floor drain. The trench drain
system was recessed in the concrete floor and formed a rectangle several feet within
the room from the foundation wall. The trench drain was full of vegetation debris but
appeared to drain into one floor drain (Photo 3, Appendix B). The trench drain system
is not seen on the Balto Building as-built map but the floor drain location and drain
line to the south are documented. The second floor drain was a square box style floor
drain located on the north side of the small room in the southeastern corner of the
building and in front of what was likely a service door way (Photo 4, Appendix B).
This floor drain is not shown on the as-built map. The drain contained a layer
vegetation matter and debris. There was no staining on the concrete floor or potential
environmental concerns were identified in the southern half of the building. The
northern half of then Balto Building basement contained the buildings boilers,
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mechanical equipment, piping and fuel storage. The concrete floor in the northern half
was at a slightly lower elevation compared to the southern half of the building. One
potential floor drain was identified on the north side of the eastern boiler where a six
in round metal pipe stuck up slightly from the floor (Photo 5, Appendix B). The pipe
did not appear to be original as the concrete around it was chipped and previously
patched. Heavy fuel staining and a strong fuel odor was present on the concrete in the
area. It could not be confirmed if the pipe was a floor drain and was connected to the
building drain system. No floor drains are documented in the area on the Balto Building
as-built map. A rectangle floor sump was located near the end of the eastern boiler and
is documented on the as-built map. A trench drain extended from the floor sump north
along the front of the AST containment (Photo 5, Appendix B).
2) Above Ground Storage Tanks (ASTs). Two 2,000-gallon ASTs were present in the
basement of the Balto building along with two smaller 400-gallon ASTs. The two
2,000-gallon ASTs were located within a concrete containment that also served as part
of the building’s exterior foundation and interior wall supports in the northwest corner
of the building. Several inches of black tar from what was suspected to be Bunker C
mixed with fuel oil and debris was present on the concrete containment floor area
(Photos 6 and 7, Appendix B). The ASTs contained several hundred gallons of fuel oil
each. The two smaller ASTs located on stands outside of the containment along the
western foundation wall were 400 gallons in size and empty. Tar and oil surface
staining on the concrete floor was present on the floor area around the two smaller
ASTs. Various configurations of fuel piping extended from the ASTs to the boiler
area.
3) Contaminated concrete: Tar and oil surface staining on the concrete floor was present
in the area around the boilers.
During the spring of 2021 Coldfoot completed abatement and demolition of the Jewel and Balto
structures except for the concrete building foundations. The ASTs in the Balto building and any
remaining fluids were removed by Coldfoot and delivered to U.S Ecology in Anchorage for
cleaning and recycling. This included the oil, fuel, debris sludge mixture from the cleaning and
scraping of the AST containment floor. On June 5th and 7th, 2021 KCI conducted preliminary visual
inspections and evaluation of concrete building foundations and drains for environmental site
concerns with Coldfoot. An excavator was used to break apart and remove sections of the buildings
concrete foundations to chase and expose buried utilities, segregate visually contaminated vs non
contaminated concrete and to aid in the collection of soil and concrete characterization samples.
Soil and concrete characterization samples were collected by an ADEC Qualified Environmental
Professional, as defined in 18 AAC 75.333 and 18 AAC 78.088, following the Alaska Department
of Environmental Conservation (ADEC) Field Sampling Guidance (FSG) collection methods. The
samples were submitted to SGS Environmental Services, Inc. (SGS) in Anchorage for analysis
following standard chain of custody procedures. Sample analysis included the following methods:
• Benzene, toluene, ethylbenzene, and xylene (BTEX) EPA SW-486, Method 8260B
• Volatile Organic Compounds (VOCs)-EPA SW-486, Method 8260B
• Gasoline Range Organics (GRO) -State of Alaska Method AK 101
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• Diesel Range Organics (DRO) -State of Alaska Method AK 102
• Residual Range Organics (RRO) -State of Alaska Method AK 103
• Polycyclic Aromatic Hydrocarbons (PAHs)-EPA SW-486, Method 8270 SIMs
• Resource Conservation and Recovery Act (RCRA) in 40 Code of Federal Regulations
(CFR) metals (Total and TCLP) analysis by Method SW-6020 and SW 1311/6020.
The sample results were compared to ADEC’s Method 2 soil cleanup levels as outlined in ADEC
regulations 18 AAC 75.340, Tables B1 and B2, Under 40 Inch Zone, Migration to Groundwater
and RCRA criteria. Project features were surveyed to provide spatial reference information for
figure generation, and to document soil sample locations. A RS Geospatial LT500T handheld GPS
receiver with submeter accuracy was used to complete the survey. Soil sample locations, select
results and investigate findings are presented in Figure 2 and Figure 3 (Appendix A) for the Jewel
and Balto Buildings respectively. Basic as-built images provided by the City of Seward for the
Jewel and Balto Buildings were used as a guide and updated with the actual utility locations as
identified during the inspections (Photos 1 and 2, Appendix B). Investigative findings and
associated soil sample analytical results for each building are detailed in the following sections and
corresponding photographs are presented in Appendix B, Photographic Log. The project sample
summary log is presented in Appendix C. The SGS analytical data package is presented in full in
Appendix C. A Level 2 Chemical Data Review with qualified data tables and the ADEC checklist
were completed by Sustainable Earth Research and are presented in Appendix D.
1.1.1. Balto Building
The following sections detail the Balto Building environmental investigation findings and
analytical soil sample results.
Boilers, Floor Sump and Fuel Piping Area
Investigation activities began with the demolition of the floor sump and the surrounding concrete
pad in front of the boilers in what was the Balto building basement. The floor sump was a box
approximately 35 x 28 inches in size that was recessed 24 inches below the surrounding concrete
floor. A metal pipe elbowed 90 degrees into the sump on the western wall from an unknown source
(Photo 8, Appendix B). The concrete floor in the area around the floor sump and the front of the
boilers had visual and olfactory indication it was fuel contaminated and therefore was segregated
and containerized onsite in a 20 cubic yard dumpster. Removal of the concrete pad around the sump
and the piece of pipe that was a potential floor drain, exposed a lower concrete building foundation
approximately 10-foot square that contained fire brick/brick from old furnaces, debris, fuel piping
and visibly fuel contaminated soil and tar material. It appeared an older building was partially
demolished and covered during construction of the concrete floor of the Balto Building (Photos 9
-12, Appendix B). A soil sample (21SW-01-SO) was collected below all the building debris layers
in non-visibly stained soil at a depth of approximately 36 inches below the original concrete pad
elevation to vertically delineate the potential depth of soil contamination (Photo 13, Appendix B).
Soil sample laboratory analysis included VOCs/BTEX, DRO/RRO and PAHs. The sample had a
detection for DRO greater than the ADEC cleanup level of 855 mg/kg. Soil sample 21SW-02-SO
was collected above the previous sample but under the fuel lines to characterize the black tar like
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material in the fire brick area. Laboratory analysis included VOCs/BTEX, DRO/RRO, PAHs and
total RCRA metals. The sample had detections of DRO, Arsenic, Mercury, and Benzene greater
than the ADEC cleanup levels. In addition, the pipe elbow visible in the sump wall was exposed
along with 5 other sections of fuel piping of various dimension/length that extended under the
concrete slab to the former ASTs in NW corner of the Balto building (Photo 14, Appendix B). One
length of ½ inch pipe still contained some fuel/water mix which was drained into absorbent pads.
All pipe sections were removed for disposal. Soil sampling was not conducted in this area because
clumps of Bunker C contaminated soil are present along the entire length of the larger 2” piping
however it visually appeared limited to the pipeline corridor. All concrete removed from the floor
in this area was visibly contaminated and was also containerized in the dumpster.
AST Containment
The AST containment area was a concrete room that housed two x 2,000-gallon ASTs and was also
part of the building foundation. The western concrete wall inside the building was several feet high
to create a containment that was accessed by ladder. A layer of hard black tar remained on the floor
and on the lower portion of some of the walls after the ASTs were removed and the area scraped
and cleaned by Coldfoot. KCI observed the demolition of sections of the lower tar covered portions
of the concrete containment walls/building footer and the containment floor. The tar layer on the
floor was up to ¼ thick and the tar seeped down through several cracks in the floor and along the
perimeter of the containment where the floor and wall concrete met. The soil contamination below
the concrete floor appeared to generally isolated to these locations where thick globs of tar were
present on the soil. The tar on the wall/footings was a thin >1/8 layer on the first 12 to 16 inches of
wall and areas along the floor joint where the tar seeped through. Suspected fuel
contaminated/Bunker C coated concrete was segregated using the excavator and picked by hand
for smaller pieces and placed into the 20-cy dumpster (Photos 16 to 19, Appendix B). A concrete
sample (21SW-10-CO) was collected from the containment floor to characterize the fuel
contaminated concrete to guide disposal. Sample analysis included DRO/RRO, PCBs and Total
RCRA Metals. The sample had a detection of 2,890 mg/kg for DRO, 3,060 m/kg for RRO, non-
detect for PCBs and below RCRA action limits for TCLP metals. Soil sample 21SW-05-SO was
collected from soil under the concrete in the center of the containment floor to evaluate for soil
contamination in an area that did not have tar. The sample did not have any detections above ADEC
cleanup criteria. The excavator dug test pits on the outside of the northern and eastern walls of the
containment to a depth below the containment floor (Photo 20, Appendix B). Two soil samples
were collected to characterize/verify soil contamination did not extent out of the containment
footprint on the north and eastern walls. The northern sample (21SW-04-SO) did not have
detections above ADEC cleanup criteria but the eastern soil sample, 21SW-03-SO, had a detection
of DRO at 264 mg/kg, just above the ADEC cleanup level of 250 mg/kg.
Floor Drains and Piping
The building floor drains, and sewer/drain lines were exposed with an excavator and traced to the
edge of the building. Two drain systems were present in the Balto Building, a ductile iron drain
system and a ceramic drain system. The ductile iron drain system began adjacent to the stairs on
the western side of the building. Upper floors drained into the main line that completed several 90-
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degree bends around the southwestern basement room concrete slab before exiting the building. A
separate line from the Jewel building also entered the Balto building on the western side and
connected to the main drain line. The ductile iron drain system was removed to the edge of the
building on the southern wall where it was plugged with spray foam. All the ductile drain lines
were well connected without any breaks or evidence of leaks. A lower ceramic drainpipe 8 to 10
inches in size was also identified below where the ductile drainpipe was capped. The ceramic pipe
appeared to be oriented NW-SE but was not traced (Photos 21 to 25, Appendix B).
The ceramic drain system of the Balto building included a floor drain box near the SE corner of the
building (not seen in the as built) (Photo 24, Appendix B) and the single drain near the south-central
portion of the build associated with the floor trench drain system. The drain box had a 5 inch
ceramic drain pipe which extended 25 ft from the drain box South-Southwest, then made an almost
90 degree turn into a larger ceramic drainpipe which then connected to the 12” ceramic drainpipe
on the southern building wall below the Balto Building drain. The 5” drainpipe was observed to be
dry, without contents and did not have an odor or indication of potential contamination. No
indication of soil contamination was identified around the box/drainpipe origin, but a soil sample
was collected (VOC/BTEX, DRO/RRO, PAHs and RCRA metals) for confirmation. The sample
was non-detect for almost all compounds. The second floor drain opening was not located but the
ceramic piping was uncovered. The piping appeared to have been all intact up to the edge of the
building and there was no indication of soil contamination (Photo 25, Appendix B).
1.1.2. Jewel Building
The following sections details the Jewel Building environmental inspection findings and analytical
sample results.
Floor Drains and Piping
The Jewel Building floor drains and sewer/drain lines were exposed with an excavator and traced.
All floor drains and drain lines located within the building footprint consisted of ductile iron and
were well connected without any breaks. From the center of the building the lines drained to the
west and east due to the different elevations of various parts of the building. The portion that drained
to the east was all ductile pipe until the drainpipe exited the eastern side of the building where it
transitioned to ceramic pipe which extended to the Balto building where it again connected to
ductile pipe when it entered the Balto building (Photos 27 to 29, Appendix B).
The western half of the drain system exited the building at the west wall just north of the former
stairs. This half of the drain system was also ductile iron pipe inside the building but was identified
to connect to a 7” wood stave pipe outside the building. A ceramic 4” drainpipe was also identified
above the wood stave pipe (Photo 30 to 34, Appendix B). The two lines extended along the building
footer to the south but the termination points of the two pipelines past the building edge were not
determined. This half of the drain system was also intact, in good condition and there were no
environmental concerns identified. Both the ceramic and wood stave pipe ends were plugged with
spray foam.
Near the center of the building a single bathtub style drain was identified along with what was
suspected to be other sections of water piping and debris from a bathroom covered up during the
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Jewel Building construction (Photo 35, Appendix B). After a thorough inspection, there were no
environmental concerns identified in the area.
Boiler
During a walk around inspection, an opening was identified in the concrete pad at the SE corner of
the Jewel building. A floor drain had not been noted in the area however the opening was initially
suspected to be a floor drain. After removal of the concrete pad, an old metal boiler, approximately
8 ft x 3ft in size was discovered buried below the pad (Photo 35 to 38, Appendix B). The original
location of the boiler is not known. The initial opening identified in the concrete floor occurred
where the concrete gave way over a 4” pipe opening in the side of the boiler. A 6” vertical section
of 4” pipe that was potentially a plugged floor drain not connected to the building drain system was
also identified. No odor or soil staining was identified but a soil sample (21SW-09-SO) was
collected to verify the potential floor drain and boiler were not a potential source of contamination.
Fuel compounds were detected in the sample however only the compound Naphthalene exceeded
the ADEC cleanup level.
1.2. Project Objectives
The objective of this project is to remove contaminated media greater than ADEC regulatory
cleanup levels from the site so the site may be closed with ADEC, site restoration activities
completed, and a new city park constructed. Specific project tasks to achieve this goal were
developed based on June 2021 investigation finding and analytical results.
Specific project tasks include the following.
• Verify/Complete contaminated concrete segregation and removal around the Balto
building boiler and AST containment areas.
• Segregate the dumpster containerized contaminated floor concrete material from the AST
containment stem walls. Dispose of fuel contaminated concrete with the contaminated soil.
Collect a new concrete waste characterization sample from the remaining concrete with the
objective of disposing of the remaining concrete at the Anchorage Regional Landfill.
• Contaminated soil excavation, transportation, and disposal. Removal contaminated soil
greater than ADEC regulatory cleanup levels at the Jewel Building boiler area, and the at
the Balto Building in the boiler sump, fuel piping and AST containment areas. Due to the
presence of Mercury in the Balto building sump area soil waste characterization sample,
the soil from this area cannot be thermally treated and must be disposed of out of state in
an EPA Subtitle C approved landfill.
• Confirmation soil sampling to document excavation clean limits and/or concentrations
remaining in accordance with ADEC guidance.
• After Action Report. An after-action report detailing all site activities including but not
limited to, contaminated media excavation, handling and disposal, waste disposal
certificates, sampling activities summary along with analytical laboratory data reports,
qualified data results, waste disposal records, site conclusions and recommendations.
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1.3. Regulatory Framework
The regulatory framework to guide the execution of this project was developed in consideration of
the following regulations and guidance documents:
• Field Sampling Guidance, (ADEC 2020)
• 18 AAC 75, ADEC Oil and Other Hazardous Substances Pollution Control, (ADEC 2018)
• 18 AAC 78 Site Characterization and Assessment (ADEC 2017)
• Resource Conservation and Recovery Act (RCRA) in 40 Code of Federal Regulations
(CFR)
Sampling will be conducted by an ADEC Qualified Environmental Professional, as defined in 18
AAC 75.333 and 18 AAC 78.088.
The cleanup criteria for this project will be ADEC’s Method 2 soil cleanup levels as outlined in
ADEC regulations 18 AAC 75.340, Tables B1 and B2, Under 40 Inch Zone, Migration to
Groundwater.
The detection of Mercury in the soil sample identified RCRA waste on this site. In accordance with
EPA regulations, a hazardous waste Site identification number (RCRA Site ID) will be obtained
for the site through the EPA Region 10.
The handling of regulated waste will comply with the RCRA in 40 CFR Parts 260 through 263 and
the United States Department of Transportation (DOT) regulations Title 49 CFR Parts 106 through
180. Solid waste will be handled in accordance with 18 AAC 60, 62, and/or 75, as applicable.
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2. FIELD ACTIVITIES
The following sections present the field activities to be conducted to complete the project.
2.1. Contaminated Material Excavation, Treatment, Transport and Disposal
The following section outlines the contaminated soil and concrete excavation, packaging,
transportation, treatment/disposal methods and requirements.
2.1.1. Contaminated Soil Excavation
Soil excavation will be conducted to remove known soil contamination and will be guided based
on visual and olfactory evidence in addition to PID field screening results. Soil with visible stains,
odor of fuel or headspace field screening test results >20 ppm will be considered fuel contaminated
and excavated. Contaminated soil excavation will be conducted at the Jewel Building Boiler and
the Balto Building Boiler and AST containment areas. At the Jewel Building boiler, the boiler will
be removed, recycled/disposed of offsite and an estimated one to three cubic yards of soil excavated
to address the identified soil contamination. At the Balto Building, soil excavation will be
conducted within the footprint of the AST containment area, the fuel piping runs and the boiler
areas to remove tar, contaminated soil, and any contaminated construction debris (bricks). An
estimated 30 to 50 cubic yards of contaminated material is to be removed. Soil excavation will be
conducted in a manner that will prevent contaminated soil from becoming mixed with previously
uncontaminated soil. The depth to groundwater at the site is anticipated to be near a depth of 200
ft as reported in the closest water well located 1/3 mile to the northwest in the City of Seward
Citizens Field Park (DNR WELTS). However, if groundwater or perched water is encountered
during soil excavation, a soil sample will be collected from within the first six inches of the water-
saturated soil or within the zone of the seasonal water table fluctuation. No dewatering is anticipated
during this project. Contaminated soil will be loaded directly into 20 foot open top shipping
containers or 1 cy bulk bags for offsite transport and disposal. Contaminated soil excavation will
continue until PID results indicate the extents of contamination have been reached or the contract
quantities are met. Construction of temporary soil stockpiles is not anticipated however, if
temporary soil stockpiles are required to complete the work they will be built, maintained, and
sampled in accordance with ADEC guidance. Following completion of contaminated soil
excavation activities, excavation confirmation soil samples will be collected.
2.1.2. Concrete Segregation and Removal
The June 2021 concrete waste characterization sample results indicate the concrete flooring
contains fuel contamination at concentrations greater than the Anchorage Regional Landfill
accepted criteria. Fuel contaminated concrete may be comingled with contaminated soil however
the concrete must be less than 1 foot in size. Contaminated concrete (floor material and any visibly
stained or tar covered material) containerized in the 20 cubic yard dumpster onsite will be broken
to size and co-mingled with the contaminated soil for offsite disposal. Concrete with no odor and
a minimal tar covering (AST containment wall/footer) will be segregated and a concrete waste
characterization sample collected for DRO/RRO and RCRA metals (Total and TCLP). The
objective will be to dispose of the remaining concrete material at the Anchorage Reginal Landfill.
15
11
2.1.3. Contaminated Media Treatment, Transportation and Disposal
June 2021 soil and concrete analytical waste characterization results were compared to ADEC 18
AAC 75.341 Tables B1 and B2 cleanup criteria and reviewed utilizing Resource Conservation and
Recovery Act (RCRA) criteria and a hazardous waste determination made.to determine appropriate
handling and disposal in accordance with ADEC and Federal regulations. Due to the detection of
Mercury greater than the ADEC cleanup level the soil cannot be thermally treated in Alaska and is
classified non-hazardous RCRA waste and will be transported to Columbia Ridge Subtitle D
landfill in Arlington, Oregon for disposal. This landfill is a permitted Hazardous Waste Treatment,
Storage and Disposal Facility (TSDF) in accordance with Code of Federal Regulations (CFR), Title
49, Chapters 171-180.
In general, Bills of Lading and Waste profiles and manifests will be prepared for the shipment of
waste and will be completed to meet the following requirements, as applicable:
• 49 CFR 172 Subpart B (Table of Hazardous Materials and Provisions)
• 49 CFR 172 Subpart C (Shipping Papers)
• 49 CFR 172 Subpart G (Emergency Response Information)
Contaminated soils transported off-site for disposal shall be covered and fully contained in leak-
proof and dust-proof lined vehicles to the degree necessary to prevent discharge or spillage during
transport. A Transport, Treatment & Disposal Approval Form for Contaminated Media will be
completed and submitted to ADEC for approval prior to transporting contaminated soils from the
site.
2.2. Field Screening
Field screening will be performed using a photo-ionization detector (PID) during excavation
activities to delineate known locations of contaminated soil and to determine excavation
confirmation analytical soil sample collection locations. Field screening methods will be conducted
accordance with the heated headspace screening method prescribed in ADEC Field Sampling
Guidance (FSG).
Field screening soil samples will be collected by hand or from the excavator bucket using a
disposable stainless-steel spoon. The sampler will collect soil directly into quart-sized Ziploc®
bags with double lock seals. The Ziploc® bags will be partially filled with soil and immediately
sealed to trap the volatile vapors. The headspace samples will then be warmed to at least 40° F for
a period of 10 minutes but not longer than one hour to permit headspace vapors to develop in the
bag. The screening samples will be agitated for 15 seconds at the beginning and end of the
headspace development to promote volatilization prior to screening with the PID. After sufficient
time has passed for the development of vapors, the PID sampling probe will be inserted into the
bag to measure the volatile organics. The results will be documented in the field logbook.
Contaminated soil excavations will be field screened in accordance with ADEC Table 2B
frequencies; 5 field screening samples for the first 50 square feet (sq ft), 5 additional up to 124 sq
ft and 1 per 25 sq ft up to 250 sq ft of excavation base with sidewalls field screening 1 per 10 sq ft
with screening sample locations from the zone(s) of highest perceived contamination based on
visual and olfactory observations in accordance with the ADEC FSG. The project team will
16
12
consider any PID readings >20 ppm as indicative of the potential presence of fuel contamination
and continue contaminated soil excavation. Once all field screening results are < 20 ppm then
excavation confirmation analytical soil samples will be collected.
2.3. Analytical Sampling
Analytical soil sampling will be conducted to characterize waste streams to guide disposal and to
provide confirmation results after completion of excavations and to document the presence or
absence of any remaining soil contamination at removed site structures.
Soil samples will be placed in containers quickly and in the order of volatility; BTEX/VOC, GRO,
DRO/RRO, PAHs and metals. For volatile samples the following procedures will be followed:
• Collect a minimum of 25 grams of soil with minimum disturbance directly into a tared 4-
oz jar with a Teflon®-lined septum lid. Immediately after collection, add one 25-mL
aliquot of methanol and then seal the lid on the jar. This step must be completed as quickly
as possible to minimize the loss of volatiles. Agitate sample to verify soil is completely
submerged in the methanol.
• Collect a sample of the same material from the same location in an unpreserved jar for
percent moisture determination if the sample is not accompanied by an unpreserved jar for
other analytical analysis.
• A trip blank sample will be included with the volatile samples for evaluation of the field
sample collection quality control.
Soil collected for the remaining analyses will be placed into clean laboratory-provided sample jars
without preservative. Samples will be placed in a cooler with gel-ice to retain samples between 0°C
and 6°C. Field duplicates will be collected at a minimum frequency of 10 percent of primary
samples and at least one per day per the ADEC FSG. Soil samples will be delivered to SGS
Environmental Services, Inc. (SGS) in Anchorage, Alaska, under standard chain-of-custody
procedures. Soil sample analysis will include the following analytes, methods, sample containers
and holding times summarized in Table 1.
17
13
Table 1: Soil Sampling Specifications
Analysis Method Container* Preservation Hold Time
(days)
BTEX SW8260D
(1) 4oz pre-tared
amber glass jar
w/TLS
MeOH; Store cool at
<6°C 14
VOCs SW8260D
(1) 4oz pre-tared
amber glass jar
w/TLS
MeOH; Store cool at
<6°C 14
GRO AK 101
(1) 4oz pre-tared
amber glass jar
w/TLS
MeOH; Store cool at
<6°C 14
DRO AK 102 (1) 4oz amber jar
w/TLC Store cool at <6°C 40
RRO AK 103 (1) 4oz amber jar
w/TLC Store cool at <6°C 40
PAHs** SW8270D (1) 4oz amber jar
w/TLC Store cool at <6°C 40
RCRA
metals
(Total)
SW6020 (1) 4oz amber jar
w/TLC Store cool at <6°C 40
RCRA
metals
(TCLP)
SW6020 (1) 4oz amber jar
w/TLC Store cool at <6°C 40
* multiple analysis may be combined in the same jar if approved by the laboratory
** collected at 10% frequency
TLS – Teflon lined septa
TLC – Teflon lined cap
MeOH – methanol
2.3.1. Waste Characterization Sampling
Previous 2021 analytical results were used to classify the contaminated soil and concrete onsite and
generate waste profiles for disposal however, additional soil and concrete waste characterization
samples will be collected to further characterize waste for further segregation and disposal
guidance. Sample analysis will include DRO/RRO, RCRA metals (total and TCLP).
2.3.2. Excavation Confirmation Sampling
Upon reaching contaminated soil excavation extents and PID field screening is complete, analytical
confirmation soil samples will be collected from the floor(s) and sidewalls of the excavated areas
where PID results were highest following ADEC FSG to confirm contaminated soil removal or to
quantify any remaining in-situ soil contamination. Analytical soil samples will be collected per
ADEC Table 2B frequencies; 1 for the first 50 sq ft of area, two additional up to 124 square feet
18
14
and 2 for every additional 25 square feet up to 250 square feet. Two samples are required every
100 square feet over 250 square feet of floor area. Soil samples on excavation sidewalls will be
collected at one per sidewall plus one additional for areas over 250 sq ft. Soil samples will be
collected and handled in accordance with ADEC FSG. At the Jewel Building boiler excavation,
sample analysis will follow the ADEC FSG Appendix F analysis for Diesel and Fuel Oils;
GRO/BTEX, VOCs, DRO and PAHs. At the Balto Building excavation, soil sample analysis will
include FSG Appendix F analysis for Diesel and Fuel Oils (GRO/BTEX, VOCs, DRO/RRO,
PAHs) in addition to RCRA metals (Total).
2.3.3. Sample Management
The possession and handling of individual samples will be traceable from the time of collection to
the time the laboratory reports the results of chemical analysis. The following sections present the
sample handling procedures and documentation.
A bound and sequentially numbered field logbook will be maintained daily to document all field
activities, including the collection of each sample. Field notes, including the logbook, and
groundwater data sheets will provide a record of information such as team members, sample
locations, field screening results, site observations, and work directives.
2.3.4. Sample Documentation and Numbering
When a sample is collected, it will be recorded in the field logbook and at the same time the sample
identification number will be placed on the sample container. Samples will be assigned unique
identifiers. Samples will be labeled as follows:
• YY - Year of sample collection (22)
• Location - Ex. SW (i.e. Seward)
• Number - Ex. 11 – (to continue from previous numbering)
• Type - Ex. SO – groundwater, SO – Soil
• Depth - Ex. 05 – 5 feet below ground surface
For example, the sample, 22SW-08-SO-05, identifies the 8th soil sample collected from a depth of
5-foot below ground surface.
2.3.5. Sample Custody
Procedures will be followed to ensure the custody and integrity of the samples, beginning at the
time of sample collection and continuing through the transport, laboratory's receipt, extraction or
preparation, analysis, storage, data generation, reporting, and final sample disposal. Once a sample
is collected, it will be placed in an iced cooler and will remain in the custody of the field team
individual who collected the sample, or the designee, until it is delivered to SGS North America,
Inc, in Anchorage, an ADEC approved analytical laboratory. A sample is defined as being under a
person's custody if any of the following conditions exist: (1) it is in their possession, (2) it is in their
view, after being in their possession, or (3) it is in a designated secure or locked area.
19
15
Chain of custody (COC) records will be maintained for all field and quality control (QC) samples.
The following sample information will be documented on the laboratory COC forms:
• Sample identification;
• Date and time of sample collection;
• Sample description (including name, location, and sample type); Preservative used;
• Analyses required;
• Name of collector(s);
• Pertinent field data (high indication of contamination, notable moisture content);
• Custody transfer signatures with date and time of hand over between the field personnel,
shipper, and laboratory representative.
A properly completed COC form for the samples will be placed in a self-sealing-type bag, which
will then be taped to the inside lid of the cooler. A separate COC form will be completed for each
cooler. Each cooler will be taped closed on the outside with strapping tape and sealed with signed-
and-dated custody seals placed on opposite sides and diagonally across the corners of the lid.
2.3.6. Sample Packaging and Shipping
The samples will be transferred to the analytical laboratory, SGS in Anchorage, with sufficient time
to extract and analyze the sample within the holding time requirements of the analytical method(s).
A laboratory representative will receive the coolers ensuring the sample custody integrity and sign
a daily chain of custody notebook.
Samples will be packaged and shipped according to the following procedures.
• Samples will be transported in hard plastic coolers.
• Inert absorbent material will be placed in the bottom of the cooler to a depth of two to four
inches.
• Samples will be properly labeled.
• Field personnel will verify that all sample container caps are tight.
• The sample coolers will be packaged with sufficient quantities of gel ice to ensure
maintained temperature of 4 degrees Celsius (°C) + 2°C.
The sample coolers will be stored and shipped in refrigerated containers during transport to the
laboratory
2.4. Investigative Derived Waste
The investigation-derived waste (IDW) that will be generated during the soil removal effort will
consist of disposable sampling materials including used disposable sample gloves, sealable plastic
bags, sample scoops and miscellaneous paper waste. IDW will be bagged and taped shut to be
disposed at the local municipal landfill.
2.5. Reporting
A Removal Action (RA) report will be completed in accordance with ADEC Reporting Guidance
for Investigation of Contaminated Sites. The report will provide a thorough understanding of the
20
16
activities conducted at the site and document any deviations to the work scope and the effects of
the deviations, if any, to the overall project objectives. The report will also contain tables
summarizing the soil sampling results, detailed figures showing sample locations and results,
analysis of the data, a completed conceptual site model for the site with graphic estimations of soil
and groundwater contamination extents, a description of data gaps, if any, and the potential
environmental issues that remain within the study area. If necessary, recommendations for future
investigation or follow up remedial actions will be made. Supporting documents in the appendices
will include a photograph log, field notes (including excavation details and monitoring well data
sheets), laboratory reports with a completed ADEC Laboratory Data Review for each data package
and waste certificates of disposal and transport records.
21
Draft Environmental Work Plan
17
3. REFERENCES
ADEC, 2017. Site Characterization Work Plan and Reporting Guidance. March
ADEC, 2022. Field Sampling Guidance. January
ADEC, 2018. 18 AAC 75 – Oil and hazardous Substances Pollution Control. October
RCRA, 40 Code of Federal Regulations
Department of Natural Resources, 2020. Well Log Tracking System (WELTS). December
City of Seward, 2001. Memorandum: Jessie Lee Home. August.
22
- Page Intentionally Left Blank -
23
APPENDIX A
FIGURES
24
FIGURE
1
DATE:
REV:
CHKD:
DRAWN:
PROJ. NO.:
23 Jan. 2019
0
TK
TG
PROJ NO
Former Mechanical/Boat Repair Site
2018 Soil Sample Locations
JJC Enterprises, Inc.
Dillingham, Alaska
FIGURE
1
DATE:
REV:
CHKD:
DRAWN:
PROJ. NO.:
21 June 2021
1
FJ
TG
PROJ NO
Seward Orphanage-Jessie Lee Home
Site Location Map
Initial Characterization
Coldfool Environmental Services, Inc.
Seward, Alaska25
FIGURE
1
DATE:
REV:
CHKD:
DRAWN:
PROJ. NO.:
23 Jan. 2019
0
TK
TG
PROJ NO
Former Mechanical/Boat Repair Site
2018 Soil Sample Locations
JJC Enterprises, Inc.
Dillingham, Alaska
FIGURE
2
DATE:
REV:
CHKD:
DRAWN:
PROJ. NO.:
17 Feb 2022
1
FJ
TG
PROJ NO
Seward Orphanage-Jessie Lee Home
Jewel Building
Initial Characterization
Coldfool Environmental Services, Inc.
Seward, Alaska
Legend
Ductile Iron Sewer/Drain Lines
Wood Stave Sewer/ Drain Pipe
Unknown Floor Drain/
BoilerSample Location Exceeding ADEC Cleanup Levels
Building Corners
Unknown Floor Drain/
Former Water Connection
Estimated Contamination
Excavation Extents
Ceramic Pipe Sewer/
Drain Lines
26
FIGURE
1
DATE:
REV:
CHKD:
DRAWN:
PROJ. NO.:
23 Jan. 2019
0
TK
TG
PROJ NO
Former Mechanical/Boat Repair Site
2018 Soil Sample Locations
JJC Enterprises, Inc.
Dillingham, Alaska
FIGURE
3
DATE:
REV:
CHKD:
DRAWN:
PROJ. NO.:
17 Feb 2022
1
FJ
TG
PROJ NO
Seward Orphanage-Jessie Lee Home
Balto Building
Initial Characterization
Coldfool Environmental Services, Inc.
Seward, Alaska
Legend
Fuel Piping
Former Water Piping
Ductile Piping Sewer/
Drain Lines
Ceramic Piping Sewer/
Drain Lines
Sample Location Exceeding
ADEC Cleanup Levels
Sample Location Below
ADEC Cleanup Levels
Building Corner
Estimated Extent of
Contamination 27
- Page Intentionally Left Blank -
28
APPENDIX B
PHOTOGRAPHIC LOG
29
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 1_Balto Building As-built.
Photo 2_Jewel Building As-built.
30
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 3_Balto Building basement trench drain and floor drain location facing south from the 2020 site visit.
31
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 4_Balto Building box floor drain facing east from the 2020 site visit.
Photo 5_Balto Building basement facing north between the boilers toward the AST containment from the 2020 site visit.
Photo 6_Balto Building containment area with the 2,000 gallon ASTs from the 2020 site visit.
32
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 7_Balto Building AST containment area sludge with debris from the 2020 site visit.
Photo 8_Balto Building boiler sump prior to demolition in 2021 facing east.
33
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 9_2021 Floor sump investigation facing east with the AST concrete containment on the left.
Photo 10_Boiler/floor sump area segregating suspected contaminated concrete facing northeast.
34
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 11_Boiler/floor sump area with buried building/furnace foundation and fuel piping facing east.
Photo 12_Boiler/floor sump area buried building debris facing south.
35
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 13_Building layers around the boiler/floor sump area and soil sample 21SW-01-SO and 21SW-02-SO
location/depths.
Photo 14_ Fuel pipelines from the boilers to the ASTs in NW corner of the Balto building.
36
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 15_Overview of Balto building AST containment and boiler/floor sump areas facing south.
Photo 16_ Removing the AST containment area concrete floor facing north with contaminated
concrete dumpster in the background.
37
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 17_ Contaminated concrete floor typical to AST containment.
Photo 18_ AST containment concrete wall removal and containerizing.
38
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 19_ AST containment concrete wall/footer typical
Photo 20_ Northern wall of the Balto building AST containment and the location of soil sample 21SW-04-SO.
39
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 21_ Entrance of the Jewel Building ceramic drain line into the west wall of Balto building ductile metal floor drain
system.
Photo 22_Removing the ductile metal floor drain system to the southern edge of the Balto building foundation.
40
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 23_ Balto building square floor drain in SE building corner.
Photo 24_ Balto building floor drain ceramic drain piping facing the building southern wall.
41
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 25_ Spray foam plug in metal drain line and concrete boulder covering the ceramic drain line at the edge of the
Balto building southern wall.
Photo 26_ Unknown ceramic drain line extending west from the sewer outlet on the southern edge of the Balto building.
42
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 27_ Jewel building eastern drain branch ductile pipe location
Photo 28_ Lower Jewel building ductile drainpipe lines and ceramic drain line extending to the Balto building.
43
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 29_ Ceramic drain line extending from the Jewel building to the Balto building.
Photo 30_ Jewel building western branch ductile drainpipe line from the top level looking down.
44
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 31_ Jewel building western branch ductile drainpipe line looking up.
Photo 32_ Jewel building western branch ductile drainpipe line overview.
45
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 33_ Jewel building western drain line branch building exit point on the western wall facing south.
Photo 34_ Jewel building western branch ductile drainpipe transition to wood stave pipe and shallower ceramic drain
pipe on the exterior of the western building wall.
46
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 35_ Jewel building western drain line branch building exit point on the western wall facing south.
Photo 36_ Unknown hole in the southeastern corner of the Jewel building concrete slab.
47
Appendix B: Seward Orphanage – Jessie Lee Home 2021
Initial Environmental Investigation Photographic Log
Photo 37_ Jewel building western drain line branch building exit point on the western wall facing south.
Photo 38_ Overview of the boiler in the southeastern corner of the Jewel building.
48
- Page Intentionally Left Blank -
49
APPENDIX C
ANALYTICAL DATA PACKAGE
50
2021 Coldfoot- Seward Orphanage Jessie Lee Home Sample Summary
Sample ID Date Time Matrix Analysis Method Container TAT (Day)Date Shipped to
Lab Notes
21SW-TB-01 6/5/2021 800 Soil GRO, VOC/BTEX AK101, 8260D 4oz Amber
w/septa 3 6/9/2021 Trip Blank
VOC/BTEX 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH AK102/103, 8270
SIM 8oz Amber 6/9/2021
VOC/BTEX 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, RCRA
Metals AK102/103, 6020 8oz Amber 6/9/2021
VOC/BTEX 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH AK102/103, 8270
SIM 8oz Amber 6/9/2021
VOC/BTEX 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH AK102/103, 8270
SIM 8oz Amber 6/9/2021
VOC/BTEX 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH AK102/103, 8270
SIM 2 x 4oz Amber 6/9/2021
VOC/BTEX 8260D 4oz Amber
w/septa 6/9/2021 *
DRO/RRO, PAH AK102/103, 8270
SIM 2 x 4oz Amber 6/9/2021
GRO, VOC/BTEX AK101, 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH,
RCRA Metals
AK102/103, 8270
SIM, 6020 1 x 4oz Amber 6/9/2021
GRO, VOC/BTEX AK101, 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH,
RCRA Metals
AK102/103, 8270
SIM, 6020 1 x 4oz Amber 6/9/2021
GRO, VOC/BTEX AK101, 8260D 4oz Amber
w/septa 6/9/2021
DRO/RRO, PAH,
RCRA Metals
AK102/103, 8270
SIM, 6020 2 x 4oz Amber 6/9/2021
21SW-10-CO 6/5/2021 0:00 Concrete
DRO/RRO, PCB,
TCLP RCRA
Metals
AK102/103, 8081,
1311/6020
1 x 8oz Amber, 1
x 4oz Amber 3 6/9/2021
Concrete waste characterization
sample, based on ARL required
analysis
* Sample collected but not submitted to lab as 2nd waste characterization soil sample not needed
Soil 3 Sample under boiler sump in
suspected clean fill material
Contamination characterization
sample from under fuel lines,
based on ASR requested analysis
21SW-03-SO 6/5/2021 1051 Soil 3
Sample under east side
containment footer wall
suspected clean fill material
21SW-02-SO 6/5/2021 1047 Soil 3
21SW-01-SO 6/5/2021 1017
Sample under north side
containment footer wall
suspected clean fill material
21SW-05-SO 6/5/2021 1815 Soil 3
Sample under containment
concrete pad in suspected clean
fill material
21SW-04-SO 6/5/2021 1722 Soil 3
Sample under box Balto building
floor drain in suspected clean fill
material
21SW-06-SO 6/5/2021 1821 Soil 3 Contamination characterization
sample from under fuel lines
21SW-07-SO 6/5/2021 1934 Soil 2
Duplicate to 07
21SW-09-SO 6/7/2021 1921 Soil 3 Sample under Jewel building
floor drain/boiler area
21SW-08-SO 6/5/2021 1935 Soil 3
51
Client Sample Id:21SW-TB-01 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO 21SW-05-SO 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-10-CO
Lab Sample Id:1213158001 1213158002 1213158003 1213158004 1213158005 1213158006 1213158007 1213158008 1213158009 1213158010
Matrix:Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)Soil/Solid (dry weight)
Location:FieldQC N/A N/A N/A N/A N/A N/A N/A N/A N/A
Receive/Analysis date:6/5/2021 8:00 AM 6/5/2021 10:17 AM 6/5/2021 10:47 AM 6/5/2021 10:51 AM 6/5/2021 5:22 PM 6/5/2021 6:15 PM 6/5/2021 7:34 PM 6/5/2021 7:35 PM 6/5/2021 7:21 PM 6/5/2021 7:45 PM
Analysis Analyte Unit 40CFR261.24 RCRA >18AAC75MigGW >
8270D SIM (PAH)1-Methylnaphthalene ug/kg 410 138 123 J 134 U 13.2 U 12.9 U 13.2 U 13.2 U 141
8270D SIM (PAH)2-Methylnaphthalene ug/kg 1300 138 138 J 134 U 13.2 U 12.9 U 13.2 U 13.2 U 175
8270D SIM (PAH)Acenaphthene ug/kg 37000 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 29.8
8270D SIM (PAH)Acenaphthylene ug/kg 18000 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 101
8270D SIM (PAH)Anthracene ug/kg 390000 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 220
8270D SIM (PAH)Benzo(a)Anthracene ug/kg 700 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 359
8270D SIM (PAH)Benzo[a]pyrene ug/kg 1900 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 330
8270D SIM (PAH)Benzo[b]Fluoranthene ug/kg 20000 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 469
8270D SIM (PAH)Benzo[g,h,i]perylene ug/kg 15000000 6.98 J 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 236
8270D SIM (PAH)Benzo[k]fluoranthene ug/kg 190000 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 184
8270D SIM (PAH)Chrysene ug/kg 600000 13.3 U 158 J 134 U 13.2 U 12.9 U 13.2 U 13.2 U 345
8270D SIM (PAH)Dibenzo[a,h]anthracene ug/kg 6300 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 62.2
8270D SIM (PAH)Fluoranthene ug/kg 590000 13.3 U 207 U 134 U 13.2 U 12.9 U 7.49 J 13.2 U 1020
8270D SIM (PAH)Fluorene ug/kg 36000 44.9 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 167
8270D SIM (PAH)Indeno[1,2,3-c,d] pyrene ug/kg 65000 13.3 U 207 U 134 U 13.2 U 12.9 U 13.2 U 13.2 U 228
8270D SIM (PAH)Naphthalene ug/kg 38 16.3 J 166 U 107 U 10.6 U 10.3 U 10.6 U 10.6 U 132
8270D SIM (PAH)Phenanthrene ug/kg 39000 88.3 122 J 134 U 13.2 U 12.9 U 7.91 J 13.2 U 1000
8270D SIM (PAH)Pyrene ug/kg 87000 22.4 J 148 J 134 U 13.2 U 12.9 U 10.1 J 13.2 U 705
AK101 8021B Benzene ug/kg 22 6.30 U 4.94 U 10.7 U 15.0 J
AK101 8021B Ethylbenzene ug/kg 130 12.6 U 9.90 U 21.4 U 28.1 J
AK101 8021B Gasoline Range Organics mg/kg 300 1.23 J 1.25 J 1.93 J 2.17 J
AK101 8021B P & M -Xylene ug/kg 25.3 U 19.8 U 42.8 U 140
AK101 8021B Toluene ug/kg 6700 12.6 U 9.90 U 21.4 U 104
AK101 8021B Xylenes (total)ug/kg 1500 37.9 U 29.6 U 64.0 U 222
AK101 8021B o-Xylene ug/kg 12.6 U 9.90 U 21.4 U 81.9
AK102/103 Diesel Range Organics mg/kg 250 855 1130 264 95.6 14.7 J 14.8 J 14.2 J 58.2 2890
AK102/103 Residual Range Organics mg/kg 11000 222 2290 1220 70.4 J 52.0 U 53.0 U 52.5 U 189 3060
SM21 2540G Total Solids % 93.6 59.5 92.6 93.4 95.9 94.3 94.5 88.4 90.3
SW6020B Arsenic mg/kg 0.2 20.7 8.97 11.4 12.1
SW6020B Barium mg/kg 2100 85.6 49 30.1 170
SW6020B Cadmium mg/kg 9.1 6.58 0.149 J 0.139 J 0.231
SW6020B Chromium mg/kg 37.3 31.3 30.5 27.3
SW6020B Lead mg/kg 310 13.2 13 64.7
SW6020B Mercury mg/kg 0.36 1.29 0.151 U 0.153 U 0.155 U
SW6020B Selenium mg/kg 6.9 3.61 1.00 U 1.02 U 0.709 J
SW6020B Silver mg/kg 11 0.420 U 0.252 U 0.255 U 0.259 U
SW6020B TCLP Arsenic mg/L 5 0.150 U
SW6020B TCLP Barium mg/L 100 0.0750 U
SW6020B TCLP Cadmium mg/L 1 0.0500 U
SW6020B TCLP Chromium mg/L 5 0.100 U
SW6020B TCLP Lead mg/L 5 0.0522
SW6020B TCLP Mercury mg/L 0.2 0.0125 U
SW6020B TCLP Selenium mg/L 1 0.500 U
SW6020B TCLP Silver mg/L 5 0.0500 U
SW8021B Benzene ug/kg 22 4.53 U 22.7 U 4.88 U 4.77 U 4.42 U
SW8021B Ethylbenzene ug/kg 130 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U
SW8021B P & M -Xylene ug/kg 18.1 U 90.5 U 19.5 U 19.1 U 17.6 U
SW8021B Toluene ug/kg 6700 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U
SW8021B Xylenes (total)ug/kg 1500 27.1 U 136 U 29.3 U 28.6 U 26.5 U
SW8021B o-Xylene ug/kg 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U
SW8082A Aroclor-1016 ug/kg 1000 110 U
SW8082A Aroclor-1221 ug/kg 1000 220 U
SW8082A Aroclor-1232 ug/kg 1000 110 U
SW8082A Aroclor-1242 ug/kg 1000 110 U
SW8082A Aroclor-1248 ug/kg 1000 110 U
SW8082A Aroclor-1254 ug/kg 1000 110 U
SW8082A Aroclor-1260 ug/kg 1000 110 U
SW8260D 1,1,1,2-Tetrachloroethane ug/kg 22 10.1 U 7.25 U 36.3 U 7.80 U 7.65 U 7.05 U 7.90 U 17.1 U 12.2 U
SW8260D 1,1,1-Trichloroethane ug/kg 32000 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,1,2,2-Tetrachloroethane ug/kg 3 1.01 U 0.725 U 3.63 U 0.780 U 0.765 U 0.705 U 0.790 U 1.71 U 1.22 U
SW8260D 1,1,2-Trichloroethane ug/kg 1.4 0.404 U 0.289 U 1.45 U 0.312 U 0.305 U 0.282 U 0.317 U 0.685 U 0.489 U
SW8260D 1,1-Dichloroethane ug/kg 92 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,1-Dichloroethene ug/kg 1200 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,1-Dichloropropene ug/kg 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,2,3-Trichlorobenzene ug/kg 150 25.3 U 18.1 U 90.5 U 19.5 U 19.1 U 17.6 U 19.8 U 42.8 U 30.6 U
SW8260D 1,2,3-Trichloropropane ug/kg 0.031 1.01 U 0.725 U 3.63 U 0.780 U 0.765 U 0.705 U 0.790 U 1.71 U 1.22 U
SW8260D 1,2,4-Trichlorobenzene ug/kg 82 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,2,4-Trimethylbenzene ug/kg 610 25.3 U 18.1 U 90.5 U 19.5 U 19.1 U 17.6 U 19.8 U 42.8 U 40.0 J
SW8260D 1,2-Dibromo-3-chloropropane ug/kg 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D 1,2-Dibromoethane ug/kg 0.24 0.505 U 0.362 U 1.81 U 0.390 U 0.382 U 0.353 U 0.396 U 0.855 U 0.610 U
SW8260D 1,2-Dichlorobenzene ug/kg 2400 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,2-Dichloroethane ug/kg 5.5 1.01 U 0.725 U 3.63 U 0.780 U 0.765 U 0.705 U 0.790 U 1.71 U 1.22 U
SW8260D 1,2-Dichloropropane ug/kg 30 5.05 U 3.62 U 18.1 U 3.90 U 3.81 U 3.54 U 3.96 U 8.55 U 6.10 U
SW8260D 1,3,5-Trimethylbenzene ug/kg 660 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,3-Dichlorobenzene ug/kg 2300 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 1,3-Dichloropropane ug/kg 5.05 U 3.62 U 18.1 U 3.90 U 3.81 U 3.54 U 3.96 U 8.55 U 6.10 U
SW8260D 1,4-Dichlorobenzene ug/kg 37 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 2,2-Dichloropropane ug/kg 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 2-Butanone (MEK)ug/kg 15000 126 U 90.5 U 454 U 97.5 U 95.5 U 88.5 U 99.0 U 214 U 153 U
SW8260D 2-Chlorotoluene ug/kg 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 2-Hexanone ug/kg 110 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D 4-Chlorotoluene ug/kg 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D 4-Isopropyltoluene ug/kg 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D 4-Methyl-2-pentanone (MIBK)ug/kg 18000 126 U 90.5 U 454 U 97.5 U 95.5 U 88.5 U 99.0 U 214 U 153 U
SW8260D Acetone ug/kg 38000 126 U 90.5 U 454 U 97.5 U 95.5 U 88.5 U 99.0 U 214 U 111 J
SW8260D Benzene ug/kg 22 15.4 4.53 U 22.7 U 4.88 U 4.77 U 4.42 U 4.94 U 10.7 U 6.42 J
SW8260D Bromobenzene ug/kg 360 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Bromochloromethane ug/kg 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Bromodichloromethane ug/kg 4.3 1.01 U 0.725 U 3.63 U 0.780 U 0.765 U 0.705 U 0.790 U 1.71 U 1.22 U
SW8260D Bromoform ug/kg 100 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Bromomethane ug/kg 24 10.1 U 7.25 U 36.3 U 7.80 U 7.65 U 7.05 U 7.90 U 17.1 U 12.2 U
SW8260D Carbon disulfide ug/kg 2900 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D Carbon tetrachloride ug/kg 21 6.30 U 4.53 U 22.7 U 4.88 U 4.77 U 4.42 U 4.94 U 10.7 U 7.65 U
SW8260D Chlorobenzene ug/kg 460 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Chloroethane ug/kg 72000 101 U 72.5 U 363 U 78.0 U 76.5 U 70.5 U 79.0 U 171 U 122 U
SW8260D Chloroform ug/kg 7.1 2.02 U 1.45 U 7.25 U 1.56 U 1.52 U 1.42 U 1.58 U 3.42 U 2.44 U
SW8260D Chloromethane ug/kg 610 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Dibromochloromethane ug/kg 2.7 2.52 U 1.81 U 9.05 U 1.95 U 1.91 U 1.76 U 1.98 U 4.28 U 3.06 U
SW8260D Dibromomethane ug/kg 25 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Dichlorodifluoromethane ug/kg 3900 25.3 U 18.1 U 90.5 U 19.5 U 19.1 U 17.6 U 19.8 U 42.8 U 30.6 U
SW8260D Ethylbenzene ug/kg 130 13.6 J 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.9 J
SW8260D Freon-113 ug/kg 310000 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D Hexachlorobutadiene ug/kg 20 10.1 U 7.25 U 36.3 U 7.80 U 7.65 U 7.05 U 7.90 U 17.1 U 12.2 U
SW8260D Isopropylbenzene (Cumene)ug/kg 5600 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Methyl-t-butyl ether ug/kg 400 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D Methylene chloride ug/kg 330 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D Naphthalene ug/kg 38 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 26.6 J
SW8260D P & M -Xylene ug/kg 26.5 J 18.1 U 90.5 U 19.5 U 19.1 U 17.6 U 19.8 U 42.8 U 82.5
SW8260D Styrene ug/kg 10000 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D Tetrachloroethene ug/kg 190 6.30 U 4.53 U 22.7 U 4.88 U 4.77 U 4.42 U 4.94 U 10.7 U 7.65 U
SW8260D Toluene ug/kg 6700 15.4 J 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 57.4
SW8260D Trichloroethene ug/kg 11 2.52 U 1.81 U 9.05 U 1.95 U 1.91 U 1.76 U 1.98 U 4.28 U 3.06 U
SW8260D Trichlorofluoromethane ug/kg 41000 25.3 U 18.1 U 90.5 U 19.5 U 19.1 U 17.6 U 19.8 U 42.8 U 30.6 U
SW8260D Vinyl acetate ug/kg 1100 50.5 U 36.2 U 182 U 39.0 U 38.1 U 35.4 U 39.5 U 85.5 U 61.0 U
SW8260D Vinyl chloride ug/kg 0.8 0.404 U 0.289 U 1.45 U 0.312 U 0.305 U 0.282 U 0.317 U 0.685 U 0.489 U
SW8260D Xylenes (total)ug/kg 1500 38.6 J 27.1 U 136 U 29.3 U 28.6 U 26.5 U 29.6 U 64.0 U 135
SW8260D cis-1,2-Dichloroethene ug/kg 120 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D cis-1,3-Dichloropropene ug/kg 18 6.30 U 4.53 U 22.7 U 4.88 U 4.77 U 4.42 U 4.94 U 10.7 U 7.65 U
SW8260D n-Butylbenzene ug/kg 23000 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D n-Propylbenzene ug/kg 9100 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D o-Xylene ug/kg 12.1 J 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 52.2
SW8260D sec-Butylbenzene ug/kg 42000 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D tert-Butylbenzene ug/kg 11000 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D trans-1,2-Dichloroethene ug/kg 1300 12.6 U 9.05 U 45.4 U 9.75 U 9.55 U 8.85 U 9.90 U 21.4 U 15.3 U
SW8260D trans-1,3-Dichloropropene ug/kg 18 6.30 U 4.53 U 22.7 U 4.88 U 4.77 U 4.42 U 4.94 U 10.7 U 7.65 U
Client Sample Id Lab Sample Id
21SW-02-SO 1213158003
21SW-03-SO 1213158004
21SW-10-CO 1213158010
8270D SIM - PAH elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract.
AK102 - 5a-androstane does not meet QC criteria due to matrix interference.
SGS Engage --- Sample Crosstab
Job1213158
DescriptionCF-Seward
Sample Comments
Comments
8260D - VOC surrogate recovery for 4-bromofluorobenzene does not meet QC criteria. Sample analyzed twice, results confirm.
52
Report Number:1213158
Client Project:CF-Seward
Laboratory Report of Analysis
Dear Todd Kasteler,
Enclosed are the results of the analytical services performed under the referenced project for the received
samples and associated QC as applicable. The samples are certified to meet the requirements of the National
Environmental Laboratory Accreditation Conference Standards. Copies of this report and supporting data will be
retained in our files for a period of ten years in the event they are required for future reference. All results are
intended to be used in their entirety and SGS is not responsible for use of less than the complete report. Any
samples submitted to our laboratory will be retained for a maximum of fourteen (14) days from the date of this
report unless other archiving requirements were included in the quote.
If there are any questions about the report or services performed during this project, please call Chuck at (907)
562-2343. We will be happy to answer any questions or concerns which you may have.
Thank you for using SGS North America Inc. for your analytical services. We look forward to working with you
again on any additional analytical needs.
Sincerely,
SGS North America Inc.
__________________________________________________________________
Chuck Homestead Date
Project Manager
Charles.Homestead@sgs.com
To:Kasteler Consulting, Inc. (KCI)
10351 Kew Court
Anchorage, AK 99507
Print Date: 06/16/2021 4:11:12PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive, Anchorage, AK 99518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
Results via Engage
53
Case Narrative
SGS Client: Kasteler Consulting, Inc. (KCI)
SGS Project: 1213158
Project Name/Site: CF-Seward
Project Contact: Todd Kasteler
Refer to sample receipt form for information on sample condition.
21SW-02-SO (1213158003) PS
8260D - VOC surrogate recovery for 4-bromofluorobenzene does not meet QC criteria. Sample analyzed twice, results
confirm.
8270D SIM - PAH elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract.
21SW-03-SO (1213158004) PS
8270D SIM - PAH elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the extract.
21SW-10-CO (1213158010) PS
AK102 - 5a-androstane does not meet QC criteria due to matrix interference.
8082A - Elevated LOQ due to dilution resulting from sample matrix.
1213158004MS (1615452) MS
8270D SIM - PAH MS elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the
extract.
1213158004MSD (1615453) MSD
8270D SIM - PAH MSD elevated LOQs are due to sample dilution. The sample was diluted due to the dark color of the
extract.
*QC comments may be associated with the field samples found in this report. When applicable, comments will be applied to
associated field samples.
Print Date: 06/16/2021 4:11:14PM
Member of SGS Group
SGS North America Inc.
200 West Potter Drive, Anchorage, AK 99518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
54
Laboratory ID Client Sample ID Analytical Batch Analyte Reason
Report of Manual Integrations
8270D SIM (PAH)
21SW-09-SO XMS12663 Benzo[k]fluoranthene RP1213158009
21SW-09-SO XMS12663 Dibenzo[a,h]anthracene RP1213158009
Manual Integration Reason Code Descriptions
Code Description
O Original Chromatogram
M Modified Chromatogram
SS Skimmed surrogate
BLG Closed baseline gap
RP Reassign peak name
PIR Pattern integration required
IT Included tail
SP Split peak
RSP Removed split peak
FPS Forced peak start/stop
BLC Baseline correction
PNF Peak not found by software
All DRO/RRO analysis are integrated per SOP.
Print Date: 06/16/2021 4:11:16PM
Member of SGS Group
SGS North America Inc.
200 West Potter Drive, Anchorage, AK 99518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
55
Laboratory Qualifiers
Enclosed are the analytical results associated with the above work order. The results apply to the samples as received.
All results are intended to be used in their entirety and SGS is not responsible for use of less than the complete report.
This document is issued by the Company under its General Conditions of Service accessible at
<http://www.sgs.com/en/Terms-and-Conditions.aspx>. Attention is drawn to the limitation of liability,
indenmification and jurisdiction issues defined therein.
Any holder of this document is advised that information contained hereon reflects the Company's findings at the time of
its intervention only and within the limits of Client's instructions, if any. The Company's sole responsibility is to its Client
and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the
transaction documents. Any unauthorized alteration, forgery or falsification of the context or appearance of this
document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS maintains a formal Quality Assurance/Quality Control (QA/QC) program. A copy of our Quality Assurance Plan
(QAP), which outlines this program, is available at your request. The laboratory certification numbers are AK00971 DW
Chemistry (Provisionally Certified as of 05/27/2021 for Mercury by EPA200.8, Nitrate as N by SM 4500NO3-F and
VOCs by EPA 524.2) & Microbiology & 17-021 (CS) for ADEC and 2944.01 for DOD ELAP/ISO17025 (RCRA methods:
1020B, 1311, 3010A, 3050B, 3520C, 3550C, 5030B, 5035A, 6020B, 7470A, 7471B, 8015C, 8021B, 8082A, 8260D,
8270D, 8270D-SIM, 9040C, 9045D, 9056A, 9060A, AK101 and AK102/103). SGS is only certified for the analytes
listed on our Drinking Water Certification (DW methods: 200.8, 2130B, 2320B, 2510B, 300.0, 4500-CN-C,E, 4500-H-B,
4500-NO3-F, 4500-P-E and 524.2) and only those analytes will be reported to the State of Alaska for compliance.
Except as specifically noted, all statements and data in this report are in conformance to the provisions set forth by the
The following descriptors or qualifiers may be found in your report:
*The analyte has exceeded allowable regulatory or control limits.
!Surrogate out of control limits.
B Indicates the analyte is found in a blank associated with the sample.
CCV/CVA/CVB Continuing Calibration Verification
CCCV/CVC/CVCA/CVCB Closing Continuing Calibration Verification
CL Control Limit
DF Analytical Dilution Factor
DL Detection Limit (i.e., maximum method detection limit)
E The analyte result is above the calibrated range.
GT Greater Than
IB Instrument Blank
ICV Initial Calibration Verification
J The quantitation is an estimation.
LCS(D)Laboratory Control Spike (Duplicate)
LLQC/LLIQC Low Level Quantitation Check
LOD Limit of Detection (i.e., 1/2 of the LOQ)
LOQ Limit of Quantitation (i.e., reporting or practical quantitation limit)
LT Less Than
MB Method Blank
MS(D)Matrix Spike (Duplicate)
ND Indicates the analyte is not detected.
RPD Relative Percent Difference
TNTC Too Numerous To Count
U Indicates the analyte was analyzed for but not detected.
Note: Sample summaries which include a result for "Total Solids" have already been adjusted for moisture content.
All DRO/RRO analyses are integrated per SOP.
Print Date: 06/16/2021 4:11:19PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive, Anchorage, AK 99518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
56
Sample Summary
Client Sample ID Lab Sample ID Collected Received Matrix
21SW-TB-01 1213158001 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-01-SO 1213158002 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-02-SO 1213158003 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-03-SO 1213158004 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-04-SO 1213158005 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-05-SO 1213158006 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-07-SO 1213158007 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-08-SO 1213158008 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-09-SO 1213158009 06/05/2021 06/09/2021 Soil/Solid (dry weight)
21SW-10-CO 1213158010 06/05/2021 06/09/2021 Soil/Solid (dry weight)
Method DescriptionMethod
8270 PAH SIM Semi-Volatiles GC/MS8270D SIM (PAH)
AK101/8021 Combo. (S)AK101
AK101/8021 Combo. (S)SW8021B
BTEX 8021 prepped by AK101 Field PrepSW8021B
Diesel/Residual Range OrganicsAK102
Diesel/Residual Range OrganicsAK103
Metals by ICP-MSSW6020B TCLP
Metals by ICP-MS (S)SW6020B
Percent Solids SM2540GSM21 2540G
SW8082 PCB'sSW8082A
VOC 8260 (S) Field ExtractedSW8260D
Print Date: 06/16/2021 4:11:20PM
Member of SGS Group
SGS North America Inc.
200 West Potter Drive, Anchorage, AK 99518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
57
Detectable Results Summary
Client Sample ID: 21SW-TB-01
Lab Sample ID: 1213158001 UnitsParameterResult
Gasoline Range Organics mg/kg1.23JVolatile Fuels
Benzene ug/kg15.4Volatile GC/MS
Ethylbenzene ug/kg13.6J
o-Xylene ug/kg12.1J
P & M -Xylene ug/kg26.5J
Toluene ug/kg15.4J
Xylenes (total)ug/kg38.6J
Client Sample ID: 21SW-01-SO
Lab Sample ID: 1213158002 UnitsParameterResult
1-Methylnaphthalene ug/kg138Polynuclear Aromatics GC/MS
2-Methylnaphthalene ug/kg138
Benzo[g,h,i]perylene ug/kg6.98J
Fluorene ug/kg44.9
Naphthalene ug/kg16.3J
Phenanthrene ug/kg88.3
Pyrene ug/kg22.4J
Diesel Range Organics mg/kg855Semivolatile Organic Fuels
Residual Range Organics mg/kg222
Client Sample ID: 21SW-02-SO
Lab Sample ID: 1213158003 UnitsParameterResult
Arsenic mg/kg20.7Metals by ICP/MS
Barium mg/kg85.6
Cadmium mg/kg6.58
Chromium mg/kg37.3
Lead mg/kg310
Mercury mg/kg1.29
Selenium mg/kg3.61
1-Methylnaphthalene ug/kg123JPolynuclear Aromatics GC/MS
2-Methylnaphthalene ug/kg138J
Chrysene ug/kg158J
Phenanthrene ug/kg122J
Pyrene ug/kg148J
Diesel Range Organics mg/kg1130Semivolatile Organic Fuels
Residual Range Organics mg/kg2290
Client Sample ID: 21SW-03-SO
Lab Sample ID: 1213158004 UnitsParameterResult
Diesel Range Organics mg/kg264Semivolatile Organic Fuels
Residual Range Organics mg/kg1220
Client Sample ID: 21SW-04-SO
Lab Sample ID: 1213158005 UnitsParameterResult
Diesel Range Organics mg/kg95.6Semivolatile Organic Fuels
Residual Range Organics mg/kg70.4J
Print Date: 06/16/2021 4:11:22PM
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Detectable Results Summary
Client Sample ID: 21SW-05-SO
Lab Sample ID: 1213158006 UnitsParameterResult
Diesel Range Organics mg/kg14.7JSemivolatile Organic Fuels
Client Sample ID: 21SW-07-SO
Lab Sample ID: 1213158007 UnitsParameterResult
Arsenic mg/kg8.97Metals by ICP/MS
Barium mg/kg49.0
Cadmium mg/kg0.149J
Chromium mg/kg31.3
Lead mg/kg13.2
Fluoranthene ug/kg7.49JPolynuclear Aromatics GC/MS
Phenanthrene ug/kg7.91J
Pyrene ug/kg10.1J
Diesel Range Organics mg/kg14.8JSemivolatile Organic Fuels
Gasoline Range Organics mg/kg1.25JVolatile Fuels
Client Sample ID: 21SW-08-SO
Lab Sample ID: 1213158008 UnitsParameterResult
Arsenic mg/kg11.4Metals by ICP/MS
Barium mg/kg30.1
Cadmium mg/kg0.139J
Chromium mg/kg30.5
Lead mg/kg13.0
Diesel Range Organics mg/kg14.2JSemivolatile Organic Fuels
Gasoline Range Organics mg/kg1.93JVolatile Fuels
Print Date: 06/16/2021 4:11:22PM
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Detectable Results Summary
Client Sample ID: 21SW-09-SO
Lab Sample ID: 1213158009 UnitsParameterResult
Arsenic mg/kg12.1Metals by ICP/MS
Barium mg/kg170
Cadmium mg/kg0.231
Chromium mg/kg27.3
Lead mg/kg64.7
Selenium mg/kg0.709J
1-Methylnaphthalene ug/kg141Polynuclear Aromatics GC/MS
2-Methylnaphthalene ug/kg175
Acenaphthene ug/kg29.8
Acenaphthylene ug/kg101
Anthracene ug/kg220
Benzo(a)Anthracene ug/kg359
Benzo[a]pyrene ug/kg330
Benzo[b]Fluoranthene ug/kg469
Benzo[g,h,i]perylene ug/kg236
Benzo[k]fluoranthene ug/kg184
Chrysene ug/kg345
Dibenzo[a,h]anthracene ug/kg62.2
Fluoranthene ug/kg1020
Fluorene ug/kg167
Indeno[1,2,3-c,d] pyrene ug/kg228
Naphthalene ug/kg132
Phenanthrene ug/kg1000
Pyrene ug/kg705
Diesel Range Organics mg/kg58.2Semivolatile Organic Fuels
Residual Range Organics mg/kg189
Benzene ug/kg15.0JVolatile Fuels
Ethylbenzene ug/kg28.1J
Gasoline Range Organics mg/kg2.17J
o-Xylene ug/kg81.9
P & M -Xylene ug/kg140
Toluene ug/kg104
Xylenes (total)ug/kg222
1,2,4-Trimethylbenzene ug/kg40.0JVolatile GC/MS
Acetone ug/kg111J
Benzene ug/kg6.42J
Ethylbenzene ug/kg15.9J
Naphthalene ug/kg26.6J
o-Xylene ug/kg52.2
P & M -Xylene ug/kg82.5
Toluene ug/kg57.4
Xylenes (total)ug/kg135
Print Date: 06/16/2021 4:11:22PM
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Detectable Results Summary
Client Sample ID: 21SW-10-CO
Lab Sample ID: 1213158010 UnitsParameterResult
Diesel Range Organics mg/kg2890Semivolatile Organic Fuels
Residual Range Organics mg/kg3060
Lead mg/L0.0522TCLP Constituents Metals
Print Date: 06/16/2021 4:11:22PM
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Client Sample ID: 21SW-TB-01
Client Project ID: CF-Seward
Lab Sample ID: 1213158001
Lab Project ID: 1213158
Collection Date: 06/05/21 08:00
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):
Results by Volatile Fuels
Results of 21SW-TB-01
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Gasoline Range Organics 1.23 mg/kg 12.52 0.757 06/10/21 14:16J
Surrogates
4-Bromofluorobenzene (surr)80.3 % 150-150 06/10/21 14:16
Batch Information
Prep Batch: VXX37207
Prep Method: SW5035A
Prep Date/Time: 06/05/21 08:00
Prep Initial Wt./Vol.: 49.506 g
Prep Extract Vol: 25 mL
Analytical Batch: VFC15644
Analytical Method: AK101
Analyst: MDT
Analytical Date/Time: 06/10/21 14:16
Container ID: 1213158001-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 6.30 ug/kg 112.6 4.04 06/11/21 19:12U
Ethylbenzene 12.6 ug/kg 125.2 7.88 06/11/21 19:12U
o-Xylene 12.6 ug/kg 125.2 7.88 06/11/21 19:12U
P & M -Xylene 25.3 ug/kg 150.5 15.1 06/11/21 19:12U
Toluene 12.6 ug/kg 125.2 7.88 06/11/21 19:12U
Xylenes (total)37.9 ug/kg 175.7 23.0 06/11/21 19:12U
Surrogates
1,4-Difluorobenzene (surr)91.7 % 172-119 06/11/21 19:12
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 08:00
Prep Initial Wt./Vol.: 49.506 g
Prep Extract Vol: 25 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/11/21 19:12
Container ID: 1213158001-A
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-TB-01
Client Project ID: CF-Seward
Lab Sample ID: 1213158001
Lab Project ID: 1213158
Collection Date: 06/05/21 08:00
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):
Results by Volatile GC/MS
Results of 21SW-TB-01
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 10.1 ug/kg 120.2 6.26 06/10/21 16:26U
1,1,1-Trichloroethane 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,1,2,2-Tetrachloroethane 1.01 ug/kg 12.02 0.626 06/10/21 16:26U
1,1,2-Trichloroethane 0.404 ug/kg 10.808 0.252 06/10/21 16:26U
1,1-Dichloroethane 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,1-Dichloroethene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,1-Dichloropropene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,2,3-Trichlorobenzene 25.3 ug/kg 150.5 15.1 06/10/21 16:26U
1,2,3-Trichloropropane 1.01 ug/kg 12.02 0.626 06/10/21 16:26U
1,2,4-Trichlorobenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,2,4-Trimethylbenzene 25.3 ug/kg 150.5 15.1 06/10/21 16:26U
1,2-Dibromo-3-chloropropane 50.5 ug/kg 1101 31.3 06/10/21 16:26U
1,2-Dibromoethane 0.505 ug/kg 11.01 0.404 06/10/21 16:26U
1,2-Dichlorobenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,2-Dichloroethane 1.01 ug/kg 12.02 0.707 06/10/21 16:26U
1,2-Dichloropropane 5.05 ug/kg 110.1 3.13 06/10/21 16:26U
1,3,5-Trimethylbenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,3-Dichlorobenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
1,3-Dichloropropane 5.05 ug/kg 110.1 3.13 06/10/21 16:26U
1,4-Dichlorobenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
2,2-Dichloropropane 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
2-Butanone (MEK)126 ug/kg 1252 78.8 06/10/21 16:26U
2-Chlorotoluene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
2-Hexanone 50.5 ug/kg 1101 31.3 06/10/21 16:26U
4-Chlorotoluene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
4-Isopropyltoluene 50.5 ug/kg 1101 25.2 06/10/21 16:26U
4-Methyl-2-pentanone (MIBK)126 ug/kg 1252 78.8 06/10/21 16:26U
Acetone 126 ug/kg 1252 78.8 06/10/21 16:26U
Benzene 15.4 ug/kg 112.6 3.94 06/10/21 16:26
Bromobenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Bromochloromethane 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Bromodichloromethane 1.01 ug/kg 12.02 0.626 06/10/21 16:26U
Bromoform 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Bromomethane 10.1 ug/kg 120.2 6.26 06/10/21 16:26U
Carbon disulfide 50.5 ug/kg 1101 31.3 06/10/21 16:26U
Carbon tetrachloride 6.30 ug/kg 112.6 3.94 06/10/21 16:26U
Chlorobenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-TB-01
Client Project ID: CF-Seward
Lab Sample ID: 1213158001
Lab Project ID: 1213158
Collection Date: 06/05/21 08:00
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):
Results by Volatile GC/MS
Results of 21SW-TB-01
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 101 ug/kg 1202 62.6 06/10/21 16:26U
Chloroform 2.02 ug/kg 14.04 1.01 06/10/21 16:26U
Chloromethane 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
cis-1,2-Dichloroethene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
cis-1,3-Dichloropropene 6.30 ug/kg 112.6 3.94 06/10/21 16:26U
Dibromochloromethane 2.52 ug/kg 15.05 1.51 06/10/21 16:26U
Dibromomethane 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Dichlorodifluoromethane 25.3 ug/kg 150.5 15.1 06/10/21 16:26U
Ethylbenzene 13.6 ug/kg 125.2 7.88 06/10/21 16:26J
Freon-113 50.5 ug/kg 1101 31.3 06/10/21 16:26U
Hexachlorobutadiene 10.1 ug/kg 120.2 6.26 06/10/21 16:26U
Isopropylbenzene (Cumene)12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Methylene chloride 50.5 ug/kg 1101 31.3 06/10/21 16:26U
Methyl-t-butyl ether 50.5 ug/kg 1101 31.3 06/10/21 16:26U
Naphthalene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
n-Butylbenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
n-Propylbenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
o-Xylene 12.1 ug/kg 125.2 7.88 06/10/21 16:26J
P & M -Xylene 26.5 ug/kg 150.5 15.1 06/10/21 16:26J
sec-Butylbenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Styrene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
tert-Butylbenzene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
Tetrachloroethene 6.30 ug/kg 112.6 3.94 06/10/21 16:26U
Toluene 15.4 ug/kg 125.2 7.88 06/10/21 16:26J
trans-1,2-Dichloroethene 12.6 ug/kg 125.2 7.88 06/10/21 16:26U
trans-1,3-Dichloropropene 6.30 ug/kg 112.6 3.94 06/10/21 16:26U
Trichloroethene 2.52 ug/kg 15.05 1.51 06/10/21 16:26U
Trichlorofluoromethane 25.3 ug/kg 150.5 15.1 06/10/21 16:26U
Vinyl acetate 50.5 ug/kg 1101 31.3 06/10/21 16:26U
Vinyl chloride 0.404 ug/kg 10.808 0.252 06/10/21 16:26U
Xylenes (total)38.6 ug/kg 175.7 23.0 06/10/21 16:26J
Surrogates
1,2-Dichloroethane-D4 (surr)109 % 171-136 06/10/21 16:26
4-Bromofluorobenzene (surr)84.7 % 155-151 06/10/21 16:26
Toluene-d8 (surr)100 % 185-116 06/10/21 16:26
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-TB-01
Client Project ID: CF-Seward
Lab Sample ID: 1213158001
Lab Project ID: 1213158
Collection Date: 06/05/21 08:00
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):
Results by Volatile GC/MS
Results of 21SW-TB-01
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 08:00
Prep Initial Wt./Vol.: 49.506 g
Prep Extract Vol: 25 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 16:26
Container ID: 1213158001-A
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-01-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158002
Lab Project ID: 1213158
Collection Date: 06/05/21 10:17
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.6
Results by Polynuclear Aromatics GC/MS
Results of 21SW-01-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 138 ug/kg 126.6 6.66 06/13/21 01:02
2-Methylnaphthalene 138 ug/kg 126.6 6.66 06/13/21 01:02
Acenaphthene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Acenaphthylene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Anthracene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Benzo(a)Anthracene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Benzo[a]pyrene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Benzo[b]Fluoranthene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Benzo[g,h,i]perylene 6.98 ug/kg 126.6 6.66 06/13/21 01:02J
Benzo[k]fluoranthene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Chrysene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Dibenzo[a,h]anthracene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Fluoranthene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Fluorene 44.9 ug/kg 126.6 6.66 06/13/21 01:02
Indeno[1,2,3-c,d] pyrene 13.3 ug/kg 126.6 6.66 06/13/21 01:02U
Naphthalene 16.3 ug/kg 121.3 5.33 06/13/21 01:02J
Phenanthrene 88.3 ug/kg 126.6 6.66 06/13/21 01:02
Pyrene 22.4 ug/kg 126.6 6.66 06/13/21 01:02J
Surrogates
2-Methylnaphthalene-d10 (surr)87.6 % 158-103 06/13/21 01:02
Fluoranthene-d10 (surr)83.7 % 154-113 06/13/21 01:02
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.557 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Analyst: CDM
Analytical Date/Time: 06/13/21 01:02
Container ID: 1213158002-A
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-01-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158002
Lab Project ID: 1213158
Collection Date: 06/05/21 10:17
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.6
Results by Semivolatile Organic Fuels
Results of 21SW-01-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 855 mg/kg 121.1 6.54 06/10/21 19:47
Surrogates
5a Androstane (surr)102 % 150-150 06/10/21 19:47
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.4 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 19:47
Container ID: 1213158002-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 222 mg/kg 1105 45.3 06/10/21 19:47
Surrogates
n-Triacontane-d62 (surr)95.3 % 150-150 06/10/21 19:47
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.4 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 19:47
Container ID: 1213158002-A
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-01-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158002
Lab Project ID: 1213158
Collection Date: 06/05/21 10:17
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.6
Results by Volatile Fuels
Results of 21SW-01-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 4.53 ug/kg 19.05 2.90 06/11/21 19:30U
Ethylbenzene 9.05 ug/kg 118.1 5.65 06/11/21 19:30U
o-Xylene 9.05 ug/kg 118.1 5.65 06/11/21 19:30U
P & M -Xylene 18.1 ug/kg 136.2 10.9 06/11/21 19:30U
Toluene 9.05 ug/kg 118.1 5.65 06/11/21 19:30U
Xylenes (total)27.1 ug/kg 154.3 16.5 06/11/21 19:30U
Surrogates
1,4-Difluorobenzene (surr)90.6 % 172-119 06/11/21 19:30
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 10:17
Prep Initial Wt./Vol.: 90.883 g
Prep Extract Vol: 30.7948 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/11/21 19:30
Container ID: 1213158002-B
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-01-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158002
Lab Project ID: 1213158
Collection Date: 06/05/21 10:17
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.6
Results by Volatile GC/MS
Results of 21SW-01-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 7.25 ug/kg 114.5 4.49 06/10/21 20:51U
1,1,1-Trichloroethane 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,1,2,2-Tetrachloroethane 0.725 ug/kg 11.45 0.449 06/10/21 20:51U
1,1,2-Trichloroethane 0.289 ug/kg 10.579 0.181 06/10/21 20:51U
1,1-Dichloroethane 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,1-Dichloroethene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,1-Dichloropropene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,2,3-Trichlorobenzene 18.1 ug/kg 136.2 10.9 06/10/21 20:51U
1,2,3-Trichloropropane 0.725 ug/kg 11.45 0.449 06/10/21 20:51U
1,2,4-Trichlorobenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,2,4-Trimethylbenzene 18.1 ug/kg 136.2 10.9 06/10/21 20:51U
1,2-Dibromo-3-chloropropane 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
1,2-Dibromoethane 0.362 ug/kg 10.724 0.290 06/10/21 20:51U
1,2-Dichlorobenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,2-Dichloroethane 0.725 ug/kg 11.45 0.507 06/10/21 20:51U
1,2-Dichloropropane 3.62 ug/kg 17.24 2.24 06/10/21 20:51U
1,3,5-Trimethylbenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,3-Dichlorobenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
1,3-Dichloropropane 3.62 ug/kg 17.24 2.24 06/10/21 20:51U
1,4-Dichlorobenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
2,2-Dichloropropane 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
2-Butanone (MEK)90.5 ug/kg 1181 56.5 06/10/21 20:51U
2-Chlorotoluene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
2-Hexanone 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
4-Chlorotoluene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
4-Isopropyltoluene 36.2 ug/kg 172.4 18.1 06/10/21 20:51U
4-Methyl-2-pentanone (MIBK)90.5 ug/kg 1181 56.5 06/10/21 20:51U
Acetone 90.5 ug/kg 1181 56.5 06/10/21 20:51U
Benzene 4.53 ug/kg 19.05 2.82 06/10/21 20:51U
Bromobenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Bromochloromethane 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Bromodichloromethane 0.725 ug/kg 11.45 0.449 06/10/21 20:51U
Bromoform 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Bromomethane 7.25 ug/kg 114.5 4.49 06/10/21 20:51U
Carbon disulfide 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
Carbon tetrachloride 4.53 ug/kg 19.05 2.82 06/10/21 20:51U
Chlorobenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-01-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158002
Lab Project ID: 1213158
Collection Date: 06/05/21 10:17
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.6
Results by Volatile GC/MS
Results of 21SW-01-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 72.5 ug/kg 1145 44.9 06/10/21 20:51U
Chloroform 1.45 ug/kg 12.90 0.724 06/10/21 20:51U
Chloromethane 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
cis-1,2-Dichloroethene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
cis-1,3-Dichloropropene 4.53 ug/kg 19.05 2.82 06/10/21 20:51U
Dibromochloromethane 1.81 ug/kg 13.62 1.09 06/10/21 20:51U
Dibromomethane 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Dichlorodifluoromethane 18.1 ug/kg 136.2 10.9 06/10/21 20:51U
Ethylbenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Freon-113 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
Hexachlorobutadiene 7.25 ug/kg 114.5 4.49 06/10/21 20:51U
Isopropylbenzene (Cumene)9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Methylene chloride 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
Methyl-t-butyl ether 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
Naphthalene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
n-Butylbenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
n-Propylbenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
o-Xylene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
P & M -Xylene 18.1 ug/kg 136.2 10.9 06/10/21 20:51U
sec-Butylbenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Styrene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
tert-Butylbenzene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
Tetrachloroethene 4.53 ug/kg 19.05 2.82 06/10/21 20:51U
Toluene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
trans-1,2-Dichloroethene 9.05 ug/kg 118.1 5.65 06/10/21 20:51U
trans-1,3-Dichloropropene 4.53 ug/kg 19.05 2.82 06/10/21 20:51U
Trichloroethene 1.81 ug/kg 13.62 1.09 06/10/21 20:51U
Trichlorofluoromethane 18.1 ug/kg 136.2 10.9 06/10/21 20:51U
Vinyl acetate 36.2 ug/kg 172.4 22.4 06/10/21 20:51U
Vinyl chloride 0.289 ug/kg 10.579 0.181 06/10/21 20:51U
Xylenes (total)27.1 ug/kg 154.3 16.5 06/10/21 20:51U
Surrogates
1,2-Dichloroethane-D4 (surr)111 % 171-136 06/10/21 20:51
4-Bromofluorobenzene (surr)78.1 % 155-151 06/10/21 20:51
Toluene-d8 (surr)102 % 185-116 06/10/21 20:51
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-01-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158002
Lab Project ID: 1213158
Collection Date: 06/05/21 10:17
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.6
Results by Volatile GC/MS
Results of 21SW-01-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 10:17
Prep Initial Wt./Vol.: 90.883 g
Prep Extract Vol: 30.7948 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 20:51
Container ID: 1213158002-B
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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71
Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Metals by ICP/MS
Results of 21SW-02-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Arsenic 20.7 mg/kg 101.68 0.521 06/10/21 23:50
Barium 85.6 mg/kg 100.504 0.158 06/10/21 23:50
Cadmium 6.58 mg/kg 100.336 0.104 06/10/21 23:50
Chromium 37.3 mg/kg 101.68 0.521 06/10/21 23:50
Lead 310 mg/kg 100.336 0.104 06/10/21 23:50
Mercury 1.29 mg/kg 100.504 0.168 06/10/21 23:50
Selenium 3.61 mg/kg 103.36 1.04 06/10/21 23:50
Silver 0.420 mg/kg 100.841 0.252 06/10/21 23:50U
Batch Information
Prep Batch: MXX34282
Prep Method: SW3050B
Prep Date/Time: 06/10/21 12:05
Prep Initial Wt./Vol.: 1 g
Prep Extract Vol: 50 mL
Analytical Batch: MMS11141
Analytical Method: SW6020B
Analyst: DSD
Analytical Date/Time: 06/10/21 23:50
Container ID: 1213158003-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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72
Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Polynuclear Aromatics GC/MS
Results of 21SW-02-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 123 ug/kg 10414 103 06/13/21 23:49J
2-Methylnaphthalene 138 ug/kg 10414 103 06/13/21 23:49J
Acenaphthene 207 ug/kg 10414 103 06/13/21 23:49U
Acenaphthylene 207 ug/kg 10414 103 06/13/21 23:49U
Anthracene 207 ug/kg 10414 103 06/13/21 23:49U
Benzo(a)Anthracene 207 ug/kg 10414 103 06/13/21 23:49U
Benzo[a]pyrene 207 ug/kg 10414 103 06/13/21 23:49U
Benzo[b]Fluoranthene 207 ug/kg 10414 103 06/13/21 23:49U
Benzo[g,h,i]perylene 207 ug/kg 10414 103 06/13/21 23:49U
Benzo[k]fluoranthene 207 ug/kg 10414 103 06/13/21 23:49U
Chrysene 158 ug/kg 10414 103 06/13/21 23:49J
Dibenzo[a,h]anthracene 207 ug/kg 10414 103 06/13/21 23:49U
Fluoranthene 207 ug/kg 10414 103 06/13/21 23:49U
Fluorene 207 ug/kg 10414 103 06/13/21 23:49U
Indeno[1,2,3-c,d] pyrene 207 ug/kg 10414 103 06/13/21 23:49U
Naphthalene 166 ug/kg 10331 82.7 06/13/21 23:49U
Phenanthrene 122 ug/kg 10414 103 06/13/21 23:49J
Pyrene 148 ug/kg 10414 103 06/13/21 23:49J
Surrogates
2-Methylnaphthalene-d10 (surr)79.2 % 1058-103 06/13/21 23:49
Fluoranthene-d10 (surr)76 % 1054-113 06/13/21 23:49
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.861 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12664
Analytical Method: 8270D SIM (PAH)
Analyst: LAW
Analytical Date/Time: 06/13/21 23:49
Container ID: 1213158003-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
73
Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Semivolatile Organic Fuels
Results of 21SW-02-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 1130 mg/kg 133.5 10.4 06/10/21 20:48
Surrogates
5a Androstane (surr)98.9 % 150-150 06/10/21 20:48
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.126 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 20:48
Container ID: 1213158003-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 2290 mg/kg 1167 72.0 06/10/21 20:48
Surrogates
n-Triacontane-d62 (surr)82.7 % 150-150 06/10/21 20:48
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.126 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 20:48
Container ID: 1213158003-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
74
Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Volatile Fuels
Results of 21SW-02-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 22.7 ug/kg 145.4 14.5 06/11/21 19:51U
Ethylbenzene 45.4 ug/kg 190.7 28.3 06/11/21 19:51U
o-Xylene 45.4 ug/kg 190.7 28.3 06/11/21 19:51U
P & M -Xylene 90.5 ug/kg 1181 54.4 06/11/21 19:51U
Toluene 45.4 ug/kg 190.7 28.3 06/11/21 19:51U
Xylenes (total)136 ug/kg 1272 82.8 06/11/21 19:51U
Surrogates
1,4-Difluorobenzene (surr)89.9 % 172-119 06/11/21 19:51
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 10:47
Prep Initial Wt./Vol.: 37.077 g
Prep Extract Vol: 40.0236 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/11/21 19:51
Container ID: 1213158003-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
75
Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Volatile GC/MS
Results of 21SW-02-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,2,3-Trichlorobenzene 90.5 ug/kg 1181 54.4 06/10/21 21:07U
1,1,1,2-Tetrachloroethane 36.3 ug/kg 172.6 22.5 06/10/21 21:07U
1,1,1-Trichloroethane 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,1,2,2-Tetrachloroethane 3.63 ug/kg 17.26 2.25 06/10/21 21:07U
1,1,2-Trichloroethane 1.45 ug/kg 12.90 0.907 06/10/21 21:07U
1,1-Dichloroethane 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,1-Dichloroethene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,1-Dichloropropene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,2,3-Trichloropropane 3.63 ug/kg 17.26 2.25 06/10/21 21:07U
1,2,4-Trichlorobenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,2,4-Trimethylbenzene 90.5 ug/kg 1181 54.4 06/10/21 21:07U
1,2-Dibromo-3-chloropropane 182 ug/kg 1363 113 06/10/21 21:07U
1,2-Dibromoethane 1.81 ug/kg 13.63 1.45 06/10/21 21:07U
1,2-Dichlorobenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,2-Dichloroethane 3.63 ug/kg 17.26 2.54 06/10/21 21:07U
1,2-Dichloropropane 18.1 ug/kg 136.3 11.3 06/10/21 21:07U
1,3,5-Trimethylbenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,3-Dichlorobenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
1,3-Dichloropropane 18.1 ug/kg 136.3 11.3 06/10/21 21:07U
1,4-Dichlorobenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
2,2-Dichloropropane 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
2-Butanone (MEK)454 ug/kg 1907 283 06/10/21 21:07U
2-Chlorotoluene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
2-Hexanone 182 ug/kg 1363 113 06/10/21 21:07U
4-Chlorotoluene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
4-Isopropyltoluene 182 ug/kg 1363 90.7 06/10/21 21:07U
4-Methyl-2-pentanone (MIBK)454 ug/kg 1907 283 06/10/21 21:07U
Acetone 454 ug/kg 1907 283 06/10/21 21:07U
Benzene 22.7 ug/kg 145.4 14.2 06/10/21 21:07U
Bromobenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Bromochloromethane 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Bromodichloromethane 3.63 ug/kg 17.26 2.25 06/10/21 21:07U
Bromoform 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Bromomethane 36.3 ug/kg 172.6 22.5 06/10/21 21:07U
Carbon disulfide 182 ug/kg 1363 113 06/10/21 21:07U
Carbon tetrachloride 22.7 ug/kg 145.4 14.2 06/10/21 21:07U
Chlorobenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
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Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Volatile GC/MS
Results of 21SW-02-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 363 ug/kg 1726 225 06/10/21 21:07U
Chloroform 7.25 ug/kg 114.5 3.63 06/10/21 21:07U
Chloromethane 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
cis-1,2-Dichloroethene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
cis-1,3-Dichloropropene 22.7 ug/kg 145.4 14.2 06/10/21 21:07U
Dibromochloromethane 9.05 ug/kg 118.1 5.44 06/10/21 21:07U
Dibromomethane 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Dichlorodifluoromethane 90.5 ug/kg 1181 54.4 06/10/21 21:07U
Ethylbenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Freon-113 182 ug/kg 1363 113 06/10/21 21:07U
Hexachlorobutadiene 36.3 ug/kg 172.6 22.5 06/10/21 21:07U
Isopropylbenzene (Cumene)45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Methylene chloride 182 ug/kg 1363 113 06/10/21 21:07U
Methyl-t-butyl ether 182 ug/kg 1363 113 06/10/21 21:07U
Naphthalene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
n-Butylbenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
n-Propylbenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
o-Xylene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
P & M -Xylene 90.5 ug/kg 1181 54.4 06/10/21 21:07U
sec-Butylbenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Styrene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
tert-Butylbenzene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
Tetrachloroethene 22.7 ug/kg 145.4 14.2 06/10/21 21:07U
Toluene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
trans-1,2-Dichloroethene 45.4 ug/kg 190.7 28.3 06/10/21 21:07U
trans-1,3-Dichloropropene 22.7 ug/kg 145.4 14.2 06/10/21 21:07U
Trichloroethene 9.05 ug/kg 118.1 5.44 06/10/21 21:07U
Trichlorofluoromethane 90.5 ug/kg 1181 54.4 06/10/21 21:07U
Vinyl acetate 182 ug/kg 1363 113 06/10/21 21:07U
Vinyl chloride 1.45 ug/kg 12.90 0.907 06/10/21 21:07U
Xylenes (total)136 ug/kg 1272 82.8 06/10/21 21:07U
Surrogates
1,2-Dichloroethane-D4 (surr)109 % 171-136 06/10/21 21:07
4-Bromofluorobenzene (surr)7.7 % 155-151 06/10/21 21:07*
Toluene-d8 (surr)101 % 185-116 06/10/21 21:07
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
77
Client Sample ID: 21SW-02-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158003
Lab Project ID: 1213158
Collection Date: 06/05/21 10:47
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):59.5
Results by Volatile GC/MS
Results of 21SW-02-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 10:47
Prep Initial Wt./Vol.: 37.077 g
Prep Extract Vol: 40.0236 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 21:07
Container ID: 1213158003-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
78
Client Sample ID: 21SW-03-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158004
Lab Project ID: 1213158
Collection Date: 06/05/21 10:51
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):92.6
Results by Polynuclear Aromatics GC/MS
Results of 21SW-03-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 134 ug/kg 10267 66.7 06/13/21 22:47U
2-Methylnaphthalene 134 ug/kg 10267 66.7 06/13/21 22:47U
Acenaphthene 134 ug/kg 10267 66.7 06/13/21 22:47U
Acenaphthylene 134 ug/kg 10267 66.7 06/13/21 22:47U
Anthracene 134 ug/kg 10267 66.7 06/13/21 22:47U
Benzo(a)Anthracene 134 ug/kg 10267 66.7 06/13/21 22:47U
Benzo[a]pyrene 134 ug/kg 10267 66.7 06/13/21 22:47U
Benzo[b]Fluoranthene 134 ug/kg 10267 66.7 06/13/21 22:47U
Benzo[g,h,i]perylene 134 ug/kg 10267 66.7 06/13/21 22:47U
Benzo[k]fluoranthene 134 ug/kg 10267 66.7 06/13/21 22:47U
Chrysene 134 ug/kg 10267 66.7 06/13/21 22:47U
Dibenzo[a,h]anthracene 134 ug/kg 10267 66.7 06/13/21 22:47U
Fluoranthene 134 ug/kg 10267 66.7 06/13/21 22:47U
Fluorene 134 ug/kg 10267 66.7 06/13/21 22:47U
Indeno[1,2,3-c,d] pyrene 134 ug/kg 10267 66.7 06/13/21 22:47U
Naphthalene 107 ug/kg 10213 53.4 06/13/21 22:47U
Phenanthrene 134 ug/kg 10267 66.7 06/13/21 22:47U
Pyrene 134 ug/kg 10267 66.7 06/13/21 22:47U
Surrogates
2-Methylnaphthalene-d10 (surr)82.4 % 1058-103 06/13/21 22:47
Fluoranthene-d10 (surr)81.8 % 1054-113 06/13/21 22:47
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.763 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12664
Analytical Method: 8270D SIM (PAH)
Analyst: LAW
Analytical Date/Time: 06/13/21 22:47
Container ID: 1213158004-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
79
Client Sample ID: 21SW-03-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158004
Lab Project ID: 1213158
Collection Date: 06/05/21 10:51
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):92.6
Results by Semivolatile Organic Fuels
Results of 21SW-03-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 264 mg/kg 121.4 6.63 06/10/21 20:59
Surrogates
5a Androstane (surr)88 % 150-150 06/10/21 20:59
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.303 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 20:59
Container ID: 1213158004-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 1220 mg/kg 1107 46.0 06/10/21 20:59
Surrogates
n-Triacontane-d62 (surr)81.6 % 150-150 06/10/21 20:59
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.303 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 20:59
Container ID: 1213158004-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
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Client Sample ID: 21SW-03-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158004
Lab Project ID: 1213158
Collection Date: 06/05/21 10:51
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):92.6
Results by Volatile Fuels
Results of 21SW-03-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 4.88 ug/kg 19.75 3.12 06/12/21 06:49U
Ethylbenzene 9.75 ug/kg 119.5 6.08 06/12/21 06:49U
o-Xylene 9.75 ug/kg 119.5 6.08 06/12/21 06:49U
P & M -Xylene 19.5 ug/kg 139.0 11.7 06/12/21 06:49U
Toluene 9.75 ug/kg 119.5 6.08 06/12/21 06:49U
Xylenes (total)29.3 ug/kg 158.5 17.8 06/12/21 06:49U
Surrogates
1,4-Difluorobenzene (surr)96.2 % 172-119 06/12/21 06:49
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 10:51
Prep Initial Wt./Vol.: 87.06 g
Prep Extract Vol: 31.4321 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/12/21 06:49
Container ID: 1213158004-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
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Client Sample ID: 21SW-03-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158004
Lab Project ID: 1213158
Collection Date: 06/05/21 10:51
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):92.6
Results by Volatile GC/MS
Results of 21SW-03-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 7.80 ug/kg 115.6 4.83 06/10/21 21:24U
1,1,1-Trichloroethane 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,1,2,2-Tetrachloroethane 0.780 ug/kg 11.56 0.483 06/10/21 21:24U
1,1,2-Trichloroethane 0.312 ug/kg 10.624 0.195 06/10/21 21:24U
1,1-Dichloroethane 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,1-Dichloroethene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,1-Dichloropropene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,2,3-Trichlorobenzene 19.5 ug/kg 139.0 11.7 06/10/21 21:24U
1,2,3-Trichloropropane 0.780 ug/kg 11.56 0.483 06/10/21 21:24U
1,2,4-Trichlorobenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,2,4-Trimethylbenzene 19.5 ug/kg 139.0 11.7 06/10/21 21:24U
1,2-Dibromo-3-chloropropane 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
1,2-Dibromoethane 0.390 ug/kg 10.780 0.312 06/10/21 21:24U
1,2-Dichlorobenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,2-Dichloroethane 0.780 ug/kg 11.56 0.546 06/10/21 21:24U
1,2-Dichloropropane 3.90 ug/kg 17.80 2.42 06/10/21 21:24U
1,3,5-Trimethylbenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,3-Dichlorobenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
1,3-Dichloropropane 3.90 ug/kg 17.80 2.42 06/10/21 21:24U
1,4-Dichlorobenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
2,2-Dichloropropane 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
2-Butanone (MEK)97.5 ug/kg 1195 60.8 06/10/21 21:24U
2-Chlorotoluene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
2-Hexanone 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
4-Chlorotoluene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
4-Isopropyltoluene 39.0 ug/kg 178.0 19.5 06/10/21 21:24U
4-Methyl-2-pentanone (MIBK)97.5 ug/kg 1195 60.8 06/10/21 21:24U
Acetone 97.5 ug/kg 1195 60.8 06/10/21 21:24U
Benzene 4.88 ug/kg 19.75 3.04 06/10/21 21:24U
Bromobenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Bromochloromethane 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Bromodichloromethane 0.780 ug/kg 11.56 0.483 06/10/21 21:24U
Bromoform 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Bromomethane 7.80 ug/kg 115.6 4.83 06/10/21 21:24U
Carbon disulfide 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
Carbon tetrachloride 4.88 ug/kg 19.75 3.04 06/10/21 21:24U
Chlorobenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
82
Client Sample ID: 21SW-03-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158004
Lab Project ID: 1213158
Collection Date: 06/05/21 10:51
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):92.6
Results by Volatile GC/MS
Results of 21SW-03-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 78.0 ug/kg 1156 48.3 06/10/21 21:24U
Chloroform 1.56 ug/kg 13.12 0.780 06/10/21 21:24U
Chloromethane 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
cis-1,2-Dichloroethene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
cis-1,3-Dichloropropene 4.88 ug/kg 19.75 3.04 06/10/21 21:24U
Dibromochloromethane 1.95 ug/kg 13.90 1.17 06/10/21 21:24U
Dibromomethane 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Dichlorodifluoromethane 19.5 ug/kg 139.0 11.7 06/10/21 21:24U
Ethylbenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Freon-113 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
Hexachlorobutadiene 7.80 ug/kg 115.6 4.83 06/10/21 21:24U
Isopropylbenzene (Cumene)9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Methylene chloride 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
Methyl-t-butyl ether 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
Naphthalene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
n-Butylbenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
n-Propylbenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
o-Xylene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
P & M -Xylene 19.5 ug/kg 139.0 11.7 06/10/21 21:24U
sec-Butylbenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Styrene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
tert-Butylbenzene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
Tetrachloroethene 4.88 ug/kg 19.75 3.04 06/10/21 21:24U
Toluene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
trans-1,2-Dichloroethene 9.75 ug/kg 119.5 6.08 06/10/21 21:24U
trans-1,3-Dichloropropene 4.88 ug/kg 19.75 3.04 06/10/21 21:24U
Trichloroethene 1.95 ug/kg 13.90 1.17 06/10/21 21:24U
Trichlorofluoromethane 19.5 ug/kg 139.0 11.7 06/10/21 21:24U
Vinyl acetate 39.0 ug/kg 178.0 24.2 06/10/21 21:24U
Vinyl chloride 0.312 ug/kg 10.624 0.195 06/10/21 21:24U
Xylenes (total)29.3 ug/kg 158.5 17.8 06/10/21 21:24U
Surrogates
1,2-Dichloroethane-D4 (surr)112 % 171-136 06/10/21 21:24
4-Bromofluorobenzene (surr)83.2 % 155-151 06/10/21 21:24
Toluene-d8 (surr)99.9 % 185-116 06/10/21 21:24
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
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Client Sample ID: 21SW-03-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158004
Lab Project ID: 1213158
Collection Date: 06/05/21 10:51
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):92.6
Results by Volatile GC/MS
Results of 21SW-03-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 10:51
Prep Initial Wt./Vol.: 87.06 g
Prep Extract Vol: 31.4321 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 21:24
Container ID: 1213158004-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
84
Client Sample ID: 21SW-04-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158005
Lab Project ID: 1213158
Collection Date: 06/05/21 17:22
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.4
Results by Polynuclear Aromatics GC/MS
Results of 21SW-04-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
2-Methylnaphthalene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Acenaphthene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Acenaphthylene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Anthracene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Benzo(a)Anthracene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Benzo[a]pyrene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Benzo[b]Fluoranthene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Benzo[g,h,i]perylene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Benzo[k]fluoranthene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Chrysene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Dibenzo[a,h]anthracene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Fluoranthene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Fluorene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Indeno[1,2,3-c,d] pyrene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Naphthalene 10.6 ug/kg 121.1 5.27 06/13/21 01:23U
Phenanthrene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Pyrene 13.2 ug/kg 126.3 6.58 06/13/21 01:23U
Surrogates
2-Methylnaphthalene-d10 (surr)86.5 % 158-103 06/13/21 01:23
Fluoranthene-d10 (surr)81.6 % 154-113 06/13/21 01:23
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.858 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Analyst: CDM
Analytical Date/Time: 06/13/21 01:23
Container ID: 1213158005-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
85
Client Sample ID: 21SW-04-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158005
Lab Project ID: 1213158
Collection Date: 06/05/21 17:22
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.4
Results by Semivolatile Organic Fuels
Results of 21SW-04-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 95.6 mg/kg 121.1 6.55 06/10/21 18:05
Surrogates
5a Androstane (surr)93.5 % 150-150 06/10/21 18:05
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.37 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 18:05
Container ID: 1213158005-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 70.4 mg/kg 1106 45.5 06/10/21 18:05J
Surrogates
n-Triacontane-d62 (surr)92.9 % 150-150 06/10/21 18:05
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.37 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 18:05
Container ID: 1213158005-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
86
Client Sample ID: 21SW-04-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158005
Lab Project ID: 1213158
Collection Date: 06/05/21 17:22
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.4
Results by Volatile Fuels
Results of 21SW-04-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 4.77 ug/kg 19.54 3.05 06/12/21 07:07U
Ethylbenzene 9.55 ug/kg 119.1 5.95 06/12/21 07:07U
o-Xylene 9.55 ug/kg 119.1 5.95 06/12/21 07:07U
P & M -Xylene 19.1 ug/kg 138.1 11.4 06/12/21 07:07U
Toluene 9.55 ug/kg 119.1 5.95 06/12/21 07:07U
Xylenes (total)28.6 ug/kg 157.2 17.4 06/12/21 07:07U
Surrogates
1,4-Difluorobenzene (surr)90 % 172-119 06/12/21 07:07
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 17:22
Prep Initial Wt./Vol.: 85.972 g
Prep Extract Vol: 30.6416 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/12/21 07:07
Container ID: 1213158005-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
87
Client Sample ID: 21SW-04-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158005
Lab Project ID: 1213158
Collection Date: 06/05/21 17:22
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.4
Results by Volatile GC/MS
Results of 21SW-04-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 7.65 ug/kg 115.3 4.73 06/10/21 16:43U
1,1,1-Trichloroethane 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,1,2,2-Tetrachloroethane 0.765 ug/kg 11.53 0.473 06/10/21 16:43U
1,1,2-Trichloroethane 0.305 ug/kg 10.610 0.191 06/10/21 16:43U
1,1-Dichloroethane 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,1-Dichloroethene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,1-Dichloropropene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,2,3-Trichlorobenzene 19.1 ug/kg 138.1 11.4 06/10/21 16:43U
1,2,3-Trichloropropane 0.765 ug/kg 11.53 0.473 06/10/21 16:43U
1,2,4-Trichlorobenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,2,4-Trimethylbenzene 19.1 ug/kg 138.1 11.4 06/10/21 16:43U
1,2-Dibromo-3-chloropropane 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
1,2-Dibromoethane 0.382 ug/kg 10.763 0.305 06/10/21 16:43U
1,2-Dichlorobenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,2-Dichloroethane 0.765 ug/kg 11.53 0.534 06/10/21 16:43U
1,2-Dichloropropane 3.81 ug/kg 17.63 2.36 06/10/21 16:43U
1,3,5-Trimethylbenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,3-Dichlorobenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
1,3-Dichloropropane 3.81 ug/kg 17.63 2.36 06/10/21 16:43U
1,4-Dichlorobenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
2,2-Dichloropropane 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
2-Butanone (MEK)95.5 ug/kg 1191 59.5 06/10/21 16:43U
2-Chlorotoluene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
2-Hexanone 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
4-Chlorotoluene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
4-Isopropyltoluene 38.1 ug/kg 176.3 19.1 06/10/21 16:43U
4-Methyl-2-pentanone (MIBK)95.5 ug/kg 1191 59.5 06/10/21 16:43U
Acetone 95.5 ug/kg 1191 59.5 06/10/21 16:43U
Benzene 4.77 ug/kg 19.54 2.98 06/10/21 16:43U
Bromobenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Bromochloromethane 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Bromodichloromethane 0.765 ug/kg 11.53 0.473 06/10/21 16:43U
Bromoform 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Bromomethane 7.65 ug/kg 115.3 4.73 06/10/21 16:43U
Carbon disulfide 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
Carbon tetrachloride 4.77 ug/kg 19.54 2.98 06/10/21 16:43U
Chlorobenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
88
Client Sample ID: 21SW-04-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158005
Lab Project ID: 1213158
Collection Date: 06/05/21 17:22
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.4
Results by Volatile GC/MS
Results of 21SW-04-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 76.5 ug/kg 1153 47.3 06/10/21 16:43U
Chloroform 1.52 ug/kg 13.05 0.763 06/10/21 16:43U
Chloromethane 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
cis-1,2-Dichloroethene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
cis-1,3-Dichloropropene 4.77 ug/kg 19.54 2.98 06/10/21 16:43U
Dibromochloromethane 1.91 ug/kg 13.81 1.14 06/10/21 16:43U
Dibromomethane 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Dichlorodifluoromethane 19.1 ug/kg 138.1 11.4 06/10/21 16:43U
Ethylbenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Freon-113 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
Hexachlorobutadiene 7.65 ug/kg 115.3 4.73 06/10/21 16:43U
Isopropylbenzene (Cumene)9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Methylene chloride 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
Methyl-t-butyl ether 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
Naphthalene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
n-Butylbenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
n-Propylbenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
o-Xylene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
P & M -Xylene 19.1 ug/kg 138.1 11.4 06/10/21 16:43U
sec-Butylbenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Styrene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
tert-Butylbenzene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
Tetrachloroethene 4.77 ug/kg 19.54 2.98 06/10/21 16:43U
Toluene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
trans-1,2-Dichloroethene 9.55 ug/kg 119.1 5.95 06/10/21 16:43U
trans-1,3-Dichloropropene 4.77 ug/kg 19.54 2.98 06/10/21 16:43U
Trichloroethene 1.91 ug/kg 13.81 1.14 06/10/21 16:43U
Trichlorofluoromethane 19.1 ug/kg 138.1 11.4 06/10/21 16:43U
Vinyl acetate 38.1 ug/kg 176.3 23.6 06/10/21 16:43U
Vinyl chloride 0.305 ug/kg 10.610 0.191 06/10/21 16:43U
Xylenes (total)28.6 ug/kg 157.2 17.4 06/10/21 16:43U
Surrogates
1,2-Dichloroethane-D4 (surr)111 % 171-136 06/10/21 16:43
4-Bromofluorobenzene (surr)80.5 % 155-151 06/10/21 16:43
Toluene-d8 (surr)101 % 185-116 06/10/21 16:43
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-04-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158005
Lab Project ID: 1213158
Collection Date: 06/05/21 17:22
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):93.4
Results by Volatile GC/MS
Results of 21SW-04-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 17:22
Prep Initial Wt./Vol.: 85.972 g
Prep Extract Vol: 30.6416 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 16:43
Container ID: 1213158005-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
90
Client Sample ID: 21SW-05-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158006
Lab Project ID: 1213158
Collection Date: 06/05/21 18:15
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):95.9
Results by Polynuclear Aromatics GC/MS
Results of 21SW-05-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
2-Methylnaphthalene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Acenaphthene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Acenaphthylene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Anthracene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Benzo(a)Anthracene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Benzo[a]pyrene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Benzo[b]Fluoranthene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Benzo[g,h,i]perylene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Benzo[k]fluoranthene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Chrysene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Dibenzo[a,h]anthracene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Fluoranthene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Fluorene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Indeno[1,2,3-c,d] pyrene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Naphthalene 10.3 ug/kg 120.6 5.14 06/13/21 01:43U
Phenanthrene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Pyrene 12.9 ug/kg 125.7 6.43 06/13/21 01:43U
Surrogates
2-Methylnaphthalene-d10 (surr)85.6 % 158-103 06/13/21 01:43
Fluoranthene-d10 (surr)83.5 % 154-113 06/13/21 01:43
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.805 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Analyst: CDM
Analytical Date/Time: 06/13/21 01:43
Container ID: 1213158006-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
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Client Sample ID: 21SW-05-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158006
Lab Project ID: 1213158
Collection Date: 06/05/21 18:15
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):95.9
Results by Semivolatile Organic Fuels
Results of 21SW-05-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 14.7 mg/kg 120.7 6.43 06/10/21 18:15J
Surrogates
5a Androstane (surr)89 % 150-150 06/10/21 18:15
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.158 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 18:15
Container ID: 1213158006-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 52.0 mg/kg 1104 44.6 06/10/21 18:15U
Surrogates
n-Triacontane-d62 (surr)89.8 % 150-150 06/10/21 18:15
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.158 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 18:15
Container ID: 1213158006-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
92
Client Sample ID: 21SW-05-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158006
Lab Project ID: 1213158
Collection Date: 06/05/21 18:15
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):95.9
Results by Volatile Fuels
Results of 21SW-05-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 4.42 ug/kg 18.83 2.83 06/12/21 07:25U
Ethylbenzene 8.85 ug/kg 117.7 5.51 06/12/21 07:25U
o-Xylene 8.85 ug/kg 117.7 5.51 06/12/21 07:25U
P & M -Xylene 17.6 ug/kg 135.3 10.6 06/12/21 07:25U
Toluene 8.85 ug/kg 117.7 5.51 06/12/21 07:25U
Xylenes (total)26.5 ug/kg 153.0 16.1 06/12/21 07:25U
Surrogates
1,4-Difluorobenzene (surr)90.1 % 172-119 06/12/21 07:25
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 18:15
Prep Initial Wt./Vol.: 83.884 g
Prep Extract Vol: 28.4316 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/12/21 07:25
Container ID: 1213158006-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
93
Client Sample ID: 21SW-05-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158006
Lab Project ID: 1213158
Collection Date: 06/05/21 18:15
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):95.9
Results by Volatile GC/MS
Results of 21SW-05-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 7.05 ug/kg 114.1 4.38 06/10/21 21:40U
1,1,1-Trichloroethane 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,1,2,2-Tetrachloroethane 0.705 ug/kg 11.41 0.438 06/10/21 21:40U
1,1,2-Trichloroethane 0.282 ug/kg 10.565 0.177 06/10/21 21:40U
1,1-Dichloroethane 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,1-Dichloroethene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,1-Dichloropropene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,2,3-Trichlorobenzene 17.6 ug/kg 135.3 10.6 06/10/21 21:40U
1,2,3-Trichloropropane 0.705 ug/kg 11.41 0.438 06/10/21 21:40U
1,2,4-Trichlorobenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,2,4-Trimethylbenzene 17.6 ug/kg 135.3 10.6 06/10/21 21:40U
1,2-Dibromo-3-chloropropane 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
1,2-Dibromoethane 0.353 ug/kg 10.707 0.283 06/10/21 21:40U
1,2-Dichlorobenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,2-Dichloroethane 0.705 ug/kg 11.41 0.495 06/10/21 21:40U
1,2-Dichloropropane 3.54 ug/kg 17.07 2.19 06/10/21 21:40U
1,3,5-Trimethylbenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,3-Dichlorobenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
1,3-Dichloropropane 3.54 ug/kg 17.07 2.19 06/10/21 21:40U
1,4-Dichlorobenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
2,2-Dichloropropane 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
2-Butanone (MEK)88.5 ug/kg 1177 55.1 06/10/21 21:40U
2-Chlorotoluene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
2-Hexanone 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
4-Chlorotoluene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
4-Isopropyltoluene 35.4 ug/kg 170.7 17.7 06/10/21 21:40U
4-Methyl-2-pentanone (MIBK)88.5 ug/kg 1177 55.1 06/10/21 21:40U
Acetone 88.5 ug/kg 1177 55.1 06/10/21 21:40U
Benzene 4.42 ug/kg 18.83 2.76 06/10/21 21:40U
Bromobenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Bromochloromethane 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Bromodichloromethane 0.705 ug/kg 11.41 0.438 06/10/21 21:40U
Bromoform 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Bromomethane 7.05 ug/kg 114.1 4.38 06/10/21 21:40U
Carbon disulfide 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
Carbon tetrachloride 4.42 ug/kg 18.83 2.76 06/10/21 21:40U
Chlorobenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
94
Client Sample ID: 21SW-05-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158006
Lab Project ID: 1213158
Collection Date: 06/05/21 18:15
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):95.9
Results by Volatile GC/MS
Results of 21SW-05-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 70.5 ug/kg 1141 43.8 06/10/21 21:40U
Chloroform 1.42 ug/kg 12.83 0.707 06/10/21 21:40U
Chloromethane 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
cis-1,2-Dichloroethene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
cis-1,3-Dichloropropene 4.42 ug/kg 18.83 2.76 06/10/21 21:40U
Dibromochloromethane 1.76 ug/kg 13.53 1.06 06/10/21 21:40U
Dibromomethane 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Dichlorodifluoromethane 17.6 ug/kg 135.3 10.6 06/10/21 21:40U
Ethylbenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Freon-113 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
Hexachlorobutadiene 7.05 ug/kg 114.1 4.38 06/10/21 21:40U
Isopropylbenzene (Cumene)8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Methylene chloride 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
Methyl-t-butyl ether 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
Naphthalene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
n-Butylbenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
n-Propylbenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
o-Xylene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
P & M -Xylene 17.6 ug/kg 135.3 10.6 06/10/21 21:40U
sec-Butylbenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Styrene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
tert-Butylbenzene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
Tetrachloroethene 4.42 ug/kg 18.83 2.76 06/10/21 21:40U
Toluene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
trans-1,2-Dichloroethene 8.85 ug/kg 117.7 5.51 06/10/21 21:40U
trans-1,3-Dichloropropene 4.42 ug/kg 18.83 2.76 06/10/21 21:40U
Trichloroethene 1.76 ug/kg 13.53 1.06 06/10/21 21:40U
Trichlorofluoromethane 17.6 ug/kg 135.3 10.6 06/10/21 21:40U
Vinyl acetate 35.4 ug/kg 170.7 21.9 06/10/21 21:40U
Vinyl chloride 0.282 ug/kg 10.565 0.177 06/10/21 21:40U
Xylenes (total)26.5 ug/kg 153.0 16.1 06/10/21 21:40U
Surrogates
1,2-Dichloroethane-D4 (surr)109 % 171-136 06/10/21 21:40
4-Bromofluorobenzene (surr)87.3 % 155-151 06/10/21 21:40
Toluene-d8 (surr)100 % 185-116 06/10/21 21:40
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
95
Client Sample ID: 21SW-05-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158006
Lab Project ID: 1213158
Collection Date: 06/05/21 18:15
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):95.9
Results by Volatile GC/MS
Results of 21SW-05-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 18:15
Prep Initial Wt./Vol.: 83.884 g
Prep Extract Vol: 28.4316 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 21:40
Container ID: 1213158006-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
96
Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Metals by ICP/MS
Results of 21SW-07-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Arsenic 8.97 mg/kg 101.01 0.312 06/10/21 23:54
Barium 49.0 mg/kg 100.302 0.0945 06/10/21 23:54
Cadmium 0.149 mg/kg 100.201 0.0623 06/10/21 23:54J
Chromium 31.3 mg/kg 101.01 0.312 06/10/21 23:54
Lead 13.2 mg/kg 100.201 0.0623 06/10/21 23:54
Mercury 0.151 mg/kg 100.302 0.101 06/10/21 23:54U
Selenium 1.00 mg/kg 102.01 0.623 06/10/21 23:54U
Silver 0.252 mg/kg 100.503 0.151 06/10/21 23:54U
Batch Information
Prep Batch: MXX34282
Prep Method: SW3050B
Prep Date/Time: 06/10/21 12:05
Prep Initial Wt./Vol.: 1.054 g
Prep Extract Vol: 50 mL
Analytical Batch: MMS11141
Analytical Method: SW6020B
Analyst: DSD
Analytical Date/Time: 06/10/21 23:54
Container ID: 1213158007-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
97
Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Polynuclear Aromatics GC/MS
Results of 21SW-07-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
2-Methylnaphthalene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Acenaphthene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Acenaphthylene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Anthracene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Benzo(a)Anthracene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Benzo[a]pyrene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Benzo[b]Fluoranthene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Benzo[g,h,i]perylene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Benzo[k]fluoranthene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Chrysene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Dibenzo[a,h]anthracene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Fluoranthene 7.49 ug/kg 126.3 6.59 06/13/21 02:04J
Fluorene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Indeno[1,2,3-c,d] pyrene 13.2 ug/kg 126.3 6.59 06/13/21 02:04U
Naphthalene 10.6 ug/kg 121.1 5.27 06/13/21 02:04U
Phenanthrene 7.91 ug/kg 126.3 6.59 06/13/21 02:04J
Pyrene 10.1 ug/kg 126.3 6.59 06/13/21 02:04J
Surrogates
2-Methylnaphthalene-d10 (surr)88.4 % 158-103 06/13/21 02:04
Fluoranthene-d10 (surr)86.2 % 154-113 06/13/21 02:04
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.627 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Analyst: CDM
Analytical Date/Time: 06/13/21 02:04
Container ID: 1213158007-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
98
Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Semivolatile Organic Fuels
Results of 21SW-07-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 14.8 mg/kg 121.2 6.56 06/10/21 18:25J
Surrogates
5a Androstane (surr)91 % 150-150 06/10/21 18:25
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.065 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 18:25
Container ID: 1213158007-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 53.0 mg/kg 1106 45.5 06/10/21 18:25U
Surrogates
n-Triacontane-d62 (surr)91.1 % 150-150 06/10/21 18:25
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.065 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 18:25
Container ID: 1213158007-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
J flagging is activated
99
Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Volatile Fuels
Results of 21SW-07-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Gasoline Range Organics 1.25 mg/kg 11.98 0.593 06/10/21 16:53J
Surrogates
4-Bromofluorobenzene (surr)82.4 % 150-150 06/10/21 16:53
Batch Information
Prep Batch: VXX37207
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:34
Prep Initial Wt./Vol.: 78.995 g
Prep Extract Vol: 29.4663 mL
Analytical Batch: VFC15644
Analytical Method: AK101
Analyst: MDT
Analytical Date/Time: 06/10/21 16:53
Container ID: 1213158007-B
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 4.94 ug/kg 19.88 3.16 06/12/21 07:43U
Ethylbenzene 9.90 ug/kg 119.8 6.17 06/12/21 07:43U
o-Xylene 9.90 ug/kg 119.8 6.17 06/12/21 07:43U
P & M -Xylene 19.8 ug/kg 139.5 11.9 06/12/21 07:43U
Toluene 9.90 ug/kg 119.8 6.17 06/12/21 07:43U
Xylenes (total)29.6 ug/kg 159.3 18.0 06/12/21 07:43U
Surrogates
1,4-Difluorobenzene (surr)90.4 % 172-119 06/12/21 07:43
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:34
Prep Initial Wt./Vol.: 78.995 g
Prep Extract Vol: 29.4663 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/12/21 07:43
Container ID: 1213158007-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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100
Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Volatile GC/MS
Results of 21SW-07-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 7.90 ug/kg 115.8 4.90 06/10/21 21:57U
1,1,1-Trichloroethane 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,1,2,2-Tetrachloroethane 0.790 ug/kg 11.58 0.490 06/10/21 21:57U
1,1,2-Trichloroethane 0.317 ug/kg 10.633 0.198 06/10/21 21:57U
1,1-Dichloroethane 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,1-Dichloroethene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,1-Dichloropropene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,2,3-Trichlorobenzene 19.8 ug/kg 139.5 11.9 06/10/21 21:57U
1,2,3-Trichloropropane 0.790 ug/kg 11.58 0.490 06/10/21 21:57U
1,2,4-Trichlorobenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,2,4-Trimethylbenzene 19.8 ug/kg 139.5 11.9 06/10/21 21:57U
1,2-Dibromo-3-chloropropane 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
1,2-Dibromoethane 0.396 ug/kg 10.791 0.316 06/10/21 21:57U
1,2-Dichlorobenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,2-Dichloroethane 0.790 ug/kg 11.58 0.554 06/10/21 21:57U
1,2-Dichloropropane 3.96 ug/kg 17.91 2.45 06/10/21 21:57U
1,3,5-Trimethylbenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,3-Dichlorobenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
1,3-Dichloropropane 3.96 ug/kg 17.91 2.45 06/10/21 21:57U
1,4-Dichlorobenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
2,2-Dichloropropane 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
2-Butanone (MEK)99.0 ug/kg 1198 61.7 06/10/21 21:57U
2-Chlorotoluene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
2-Hexanone 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
4-Chlorotoluene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
4-Isopropyltoluene 39.5 ug/kg 179.1 19.8 06/10/21 21:57U
4-Methyl-2-pentanone (MIBK)99.0 ug/kg 1198 61.7 06/10/21 21:57U
Acetone 99.0 ug/kg 1198 61.7 06/10/21 21:57U
Benzene 4.94 ug/kg 19.88 3.08 06/10/21 21:57U
Bromobenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Bromochloromethane 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Bromodichloromethane 0.790 ug/kg 11.58 0.490 06/10/21 21:57U
Bromoform 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Bromomethane 7.90 ug/kg 115.8 4.90 06/10/21 21:57U
Carbon disulfide 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
Carbon tetrachloride 4.94 ug/kg 19.88 3.08 06/10/21 21:57U
Chlorobenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Volatile GC/MS
Results of 21SW-07-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 79.0 ug/kg 1158 49.0 06/10/21 21:57U
Chloroform 1.58 ug/kg 13.16 0.791 06/10/21 21:57U
Chloromethane 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
cis-1,2-Dichloroethene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
cis-1,3-Dichloropropene 4.94 ug/kg 19.88 3.08 06/10/21 21:57U
Dibromochloromethane 1.98 ug/kg 13.95 1.19 06/10/21 21:57U
Dibromomethane 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Dichlorodifluoromethane 19.8 ug/kg 139.5 11.9 06/10/21 21:57U
Ethylbenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Freon-113 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
Hexachlorobutadiene 7.90 ug/kg 115.8 4.90 06/10/21 21:57U
Isopropylbenzene (Cumene)9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Methylene chloride 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
Methyl-t-butyl ether 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
Naphthalene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
n-Butylbenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
n-Propylbenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
o-Xylene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
P & M -Xylene 19.8 ug/kg 139.5 11.9 06/10/21 21:57U
sec-Butylbenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Styrene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
tert-Butylbenzene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
Tetrachloroethene 4.94 ug/kg 19.88 3.08 06/10/21 21:57U
Toluene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
trans-1,2-Dichloroethene 9.90 ug/kg 119.8 6.17 06/10/21 21:57U
trans-1,3-Dichloropropene 4.94 ug/kg 19.88 3.08 06/10/21 21:57U
Trichloroethene 1.98 ug/kg 13.95 1.19 06/10/21 21:57U
Trichlorofluoromethane 19.8 ug/kg 139.5 11.9 06/10/21 21:57U
Vinyl acetate 39.5 ug/kg 179.1 24.5 06/10/21 21:57U
Vinyl chloride 0.317 ug/kg 10.633 0.198 06/10/21 21:57U
Xylenes (total)29.6 ug/kg 159.3 18.0 06/10/21 21:57U
Surrogates
1,2-Dichloroethane-D4 (surr)112 % 171-136 06/10/21 21:57
4-Bromofluorobenzene (surr)88.5 % 155-151 06/10/21 21:57
Toluene-d8 (surr)100 % 185-116 06/10/21 21:57
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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102
Client Sample ID: 21SW-07-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158007
Lab Project ID: 1213158
Collection Date: 06/05/21 19:34
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.3
Results by Volatile GC/MS
Results of 21SW-07-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:34
Prep Initial Wt./Vol.: 78.995 g
Prep Extract Vol: 29.4663 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 21:57
Container ID: 1213158007-B
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
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103
Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Metals by ICP/MS
Results of 21SW-08-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Arsenic 11.4 mg/kg 101.02 0.316 06/10/21 23:59
Barium 30.1 mg/kg 100.305 0.0957 06/10/21 23:59
Cadmium 0.139 mg/kg 100.204 0.0631 06/10/21 23:59J
Chromium 30.5 mg/kg 101.02 0.316 06/10/21 23:59
Lead 13.0 mg/kg 100.204 0.0631 06/10/21 23:59
Mercury 0.153 mg/kg 100.305 0.102 06/10/21 23:59U
Selenium 1.02 mg/kg 102.04 0.631 06/10/21 23:59U
Silver 0.255 mg/kg 100.509 0.153 06/10/21 23:59U
Batch Information
Prep Batch: MXX34282
Prep Method: SW3050B
Prep Date/Time: 06/10/21 12:05
Prep Initial Wt./Vol.: 1.04 g
Prep Extract Vol: 50 mL
Analytical Batch: MMS11141
Analytical Method: SW6020B
Analyst: DSD
Analytical Date/Time: 06/10/21 23:59
Container ID: 1213158008-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
104
Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Polynuclear Aromatics GC/MS
Results of 21SW-08-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
2-Methylnaphthalene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Acenaphthene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Acenaphthylene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Anthracene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Benzo(a)Anthracene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Benzo[a]pyrene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Benzo[b]Fluoranthene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Benzo[g,h,i]perylene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Benzo[k]fluoranthene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Chrysene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Dibenzo[a,h]anthracene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Fluoranthene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Fluorene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Indeno[1,2,3-c,d] pyrene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Naphthalene 10.6 ug/kg 121.1 5.28 06/13/21 02:25U
Phenanthrene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Pyrene 13.2 ug/kg 126.4 6.60 06/13/21 02:25U
Surrogates
2-Methylnaphthalene-d10 (surr)83.4 % 158-103 06/13/21 02:25
Fluoranthene-d10 (surr)83.7 % 154-113 06/13/21 02:25
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.551 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Analyst: CDM
Analytical Date/Time: 06/13/21 02:25
Container ID: 1213158008-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
105
Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Semivolatile Organic Fuels
Results of 21SW-08-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 14.2 mg/kg 120.9 6.49 06/10/21 18:35J
Surrogates
5a Androstane (surr)91.3 % 150-150 06/10/21 18:35
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.364 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 18:35
Container ID: 1213158008-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 52.5 mg/kg 1105 45.0 06/10/21 18:35U
Surrogates
n-Triacontane-d62 (surr)91.1 % 150-150 06/10/21 18:35
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.364 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 18:35
Container ID: 1213158008-A
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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106
Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Volatile Fuels
Results of 21SW-08-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Gasoline Range Organics 1.93 mg/kg 14.28 1.28 06/10/21 14:34J
Surrogates
4-Bromofluorobenzene (surr)83.9 % 150-150 06/10/21 14:34
Batch Information
Prep Batch: VXX37207
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:35
Prep Initial Wt./Vol.: 33.202 g
Prep Extract Vol: 26.84 mL
Analytical Batch: VFC15644
Analytical Method: AK101
Analyst: MDT
Analytical Date/Time: 06/10/21 14:34
Container ID: 1213158008-B
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 10.7 ug/kg 121.4 6.85 06/11/21 18:18U
Ethylbenzene 21.4 ug/kg 142.8 13.4 06/11/21 18:18U
o-Xylene 21.4 ug/kg 142.8 13.4 06/11/21 18:18U
P & M -Xylene 42.8 ug/kg 185.6 25.7 06/11/21 18:18U
Toluene 21.4 ug/kg 142.8 13.4 06/11/21 18:18U
Xylenes (total)64.0 ug/kg 1128 39.0 06/11/21 18:18U
Surrogates
1,4-Difluorobenzene (surr)90.3 % 172-119 06/11/21 18:18
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:35
Prep Initial Wt./Vol.: 33.202 g
Prep Extract Vol: 26.84 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/11/21 18:18
Container ID: 1213158008-B
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
107
Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Volatile GC/MS
Results of 21SW-08-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 17.1 ug/kg 134.2 10.6 06/10/21 22:13U
1,1,1-Trichloroethane 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,1,2,2-Tetrachloroethane 1.71 ug/kg 13.42 1.06 06/10/21 22:13U
1,1,2-Trichloroethane 0.685 ug/kg 11.37 0.428 06/10/21 22:13U
1,1-Dichloroethane 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,1-Dichloroethene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,1-Dichloropropene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,2,3-Trichlorobenzene 42.8 ug/kg 185.6 25.7 06/10/21 22:13U
1,2,3-Trichloropropane 1.71 ug/kg 13.42 1.06 06/10/21 22:13U
1,2,4-Trichlorobenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,2,4-Trimethylbenzene 42.8 ug/kg 185.6 25.7 06/10/21 22:13U
1,2-Dibromo-3-chloropropane 85.5 ug/kg 1171 53.1 06/10/21 22:13U
1,2-Dibromoethane 0.855 ug/kg 11.71 0.685 06/10/21 22:13U
1,2-Dichlorobenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,2-Dichloroethane 1.71 ug/kg 13.42 1.20 06/10/21 22:13U
1,2-Dichloropropane 8.55 ug/kg 117.1 5.31 06/10/21 22:13U
1,3,5-Trimethylbenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,3-Dichlorobenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
1,3-Dichloropropane 8.55 ug/kg 117.1 5.31 06/10/21 22:13U
1,4-Dichlorobenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
2,2-Dichloropropane 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
2-Butanone (MEK)214 ug/kg 1428 134 06/10/21 22:13U
2-Chlorotoluene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
2-Hexanone 85.5 ug/kg 1171 53.1 06/10/21 22:13U
4-Chlorotoluene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
4-Isopropyltoluene 85.5 ug/kg 1171 42.8 06/10/21 22:13U
4-Methyl-2-pentanone (MIBK)214 ug/kg 1428 134 06/10/21 22:13U
Acetone 214 ug/kg 1428 134 06/10/21 22:13U
Benzene 10.7 ug/kg 121.4 6.68 06/10/21 22:13U
Bromobenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Bromochloromethane 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Bromodichloromethane 1.71 ug/kg 13.42 1.06 06/10/21 22:13U
Bromoform 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Bromomethane 17.1 ug/kg 134.2 10.6 06/10/21 22:13U
Carbon disulfide 85.5 ug/kg 1171 53.1 06/10/21 22:13U
Carbon tetrachloride 10.7 ug/kg 121.4 6.68 06/10/21 22:13U
Chlorobenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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J flagging is activated
108
Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Volatile GC/MS
Results of 21SW-08-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 171 ug/kg 1342 106 06/10/21 22:13U
Chloroform 3.42 ug/kg 16.85 1.71 06/10/21 22:13U
Chloromethane 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
cis-1,2-Dichloroethene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
cis-1,3-Dichloropropene 10.7 ug/kg 121.4 6.68 06/10/21 22:13U
Dibromochloromethane 4.28 ug/kg 18.56 2.57 06/10/21 22:13U
Dibromomethane 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Dichlorodifluoromethane 42.8 ug/kg 185.6 25.7 06/10/21 22:13U
Ethylbenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Freon-113 85.5 ug/kg 1171 53.1 06/10/21 22:13U
Hexachlorobutadiene 17.1 ug/kg 134.2 10.6 06/10/21 22:13U
Isopropylbenzene (Cumene)21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Methylene chloride 85.5 ug/kg 1171 53.1 06/10/21 22:13U
Methyl-t-butyl ether 85.5 ug/kg 1171 53.1 06/10/21 22:13U
Naphthalene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
n-Butylbenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
n-Propylbenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
o-Xylene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
P & M -Xylene 42.8 ug/kg 185.6 25.7 06/10/21 22:13U
sec-Butylbenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Styrene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
tert-Butylbenzene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
Tetrachloroethene 10.7 ug/kg 121.4 6.68 06/10/21 22:13U
Toluene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
trans-1,2-Dichloroethene 21.4 ug/kg 142.8 13.4 06/10/21 22:13U
trans-1,3-Dichloropropene 10.7 ug/kg 121.4 6.68 06/10/21 22:13U
Trichloroethene 4.28 ug/kg 18.56 2.57 06/10/21 22:13U
Trichlorofluoromethane 42.8 ug/kg 185.6 25.7 06/10/21 22:13U
Vinyl acetate 85.5 ug/kg 1171 53.1 06/10/21 22:13U
Vinyl chloride 0.685 ug/kg 11.37 0.428 06/10/21 22:13U
Xylenes (total)64.0 ug/kg 1128 39.0 06/10/21 22:13U
Surrogates
1,2-Dichloroethane-D4 (surr)108 % 171-136 06/10/21 22:13
4-Bromofluorobenzene (surr)85.3 % 155-151 06/10/21 22:13
Toluene-d8 (surr)99.4 % 185-116 06/10/21 22:13
Print Date: 06/16/2021 4:11:24PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-08-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158008
Lab Project ID: 1213158
Collection Date: 06/05/21 19:35
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):94.5
Results by Volatile GC/MS
Results of 21SW-08-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:35
Prep Initial Wt./Vol.: 33.202 g
Prep Extract Vol: 26.84 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 22:13
Container ID: 1213158008-B
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Metals by ICP/MS
Results of 21SW-09-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Arsenic 12.1 mg/kg 101.03 0.321 06/11/21 00:03
Barium 170 mg/kg 100.310 0.0972 06/11/21 00:03
Cadmium 0.231 mg/kg 100.207 0.0641 06/11/21 00:03
Chromium 27.3 mg/kg 101.03 0.321 06/11/21 00:03
Lead 64.7 mg/kg 100.207 0.0641 06/11/21 00:03
Mercury 0.155 mg/kg 100.310 0.103 06/11/21 00:03U
Selenium 0.709 mg/kg 102.07 0.641 06/11/21 00:03J
Silver 0.259 mg/kg 100.517 0.155 06/11/21 00:03U
Batch Information
Prep Batch: MXX34282
Prep Method: SW3050B
Prep Date/Time: 06/10/21 12:05
Prep Initial Wt./Vol.: 1.094 g
Prep Extract Vol: 50 mL
Analytical Batch: MMS11141
Analytical Method: SW6020B
Analyst: DSD
Analytical Date/Time: 06/11/21 00:03
Container ID: 1213158009-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Polynuclear Aromatics GC/MS
Results of 21SW-09-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1-Methylnaphthalene 141 ug/kg 128.1 7.03 06/13/21 02:45
2-Methylnaphthalene 175 ug/kg 128.1 7.03 06/13/21 02:45
Acenaphthene 29.8 ug/kg 128.1 7.03 06/13/21 02:45
Acenaphthylene 101 ug/kg 128.1 7.03 06/13/21 02:45
Anthracene 220 ug/kg 128.1 7.03 06/13/21 02:45
Benzo(a)Anthracene 359 ug/kg 128.1 7.03 06/13/21 02:45
Benzo[a]pyrene 330 ug/kg 128.1 7.03 06/13/21 02:45
Benzo[b]Fluoranthene 469 ug/kg 128.1 7.03 06/13/21 02:45
Benzo[g,h,i]perylene 236 ug/kg 128.1 7.03 06/13/21 02:45
Benzo[k]fluoranthene 184 ug/kg 128.1 7.03 06/13/21 02:45
Chrysene 345 ug/kg 128.1 7.03 06/13/21 02:45
Dibenzo[a,h]anthracene 62.2 ug/kg 128.1 7.03 06/13/21 02:45
Fluoranthene 1020 ug/kg 5141 35.1 06/13/21 22:27
Fluorene 167 ug/kg 128.1 7.03 06/13/21 02:45
Indeno[1,2,3-c,d] pyrene 228 ug/kg 128.1 7.03 06/13/21 02:45
Naphthalene 132 ug/kg 122.5 5.62 06/13/21 02:45
Phenanthrene 1000 ug/kg 5141 35.1 06/13/21 22:27
Pyrene 705 ug/kg 5141 35.1 06/13/21 22:27
Surrogates
2-Methylnaphthalene-d10 (surr)88.9 % 158-103 06/13/21 02:45
Fluoranthene-d10 (surr)81.8 % 154-113 06/13/21 02:45
Batch Information
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.643 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Analyst: CDM
Analytical Date/Time: 06/13/21 02:45
Container ID: 1213158009-A
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/21 11:47
Prep Initial Wt./Vol.: 22.643 g
Prep Extract Vol: 5 mL
Analytical Batch: XMS12664
Analytical Method: 8270D SIM (PAH)
Analyst: LAW
Analytical Date/Time: 06/13/21 22:27
Container ID: 1213158009-A
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Semivolatile Organic Fuels
Results of 21SW-09-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 58.2 mg/kg 122.3 6.93 06/10/21 18:46
Surrogates
5a Androstane (surr)92.2 % 150-150 06/10/21 18:46
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.393 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 18:46
Container ID: 1213158009-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 189 mg/kg 1112 48.0 06/10/21 18:46
Surrogates
n-Triacontane-d62 (surr)91.2 % 150-150 06/10/21 18:46
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.393 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 18:46
Container ID: 1213158009-A
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Volatile Fuels
Results of 21SW-09-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Gasoline Range Organics 2.17 mg/kg 13.06 0.917 06/10/21 17:11J
Surrogates
4-Bromofluorobenzene (surr)56.5 % 150-150 06/10/21 17:11
Batch Information
Prep Batch: VXX37207
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:21
Prep Initial Wt./Vol.: 59.025 g
Prep Extract Vol: 31.8685 mL
Analytical Batch: VFC15644
Analytical Method: AK101
Analyst: MDT
Analytical Date/Time: 06/10/21 17:11
Container ID: 1213158009-C
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Benzene 15.0 ug/kg 115.3 4.89 06/12/21 08:01J
Ethylbenzene 28.1 ug/kg 130.6 9.53 06/12/21 08:01J
o-Xylene 81.9 ug/kg 130.6 9.53 06/12/21 08:01
P & M -Xylene 140 ug/kg 161.1 18.3 06/12/21 08:01
Toluene 104 ug/kg 130.6 9.53 06/12/21 08:01
Xylenes (total)222 ug/kg 191.7 27.9 06/12/21 08:01
Surrogates
1,4-Difluorobenzene (surr)93.7 % 172-119 06/12/21 08:01
Batch Information
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:21
Prep Initial Wt./Vol.: 59.025 g
Prep Extract Vol: 31.8685 mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Analyst: IJV
Analytical Date/Time: 06/12/21 08:01
Container ID: 1213158009-C
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Volatile GC/MS
Results of 21SW-09-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
1,1,1,2-Tetrachloroethane 12.2 ug/kg 124.4 7.58 06/10/21 22:30U
1,1,1-Trichloroethane 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,1,2,2-Tetrachloroethane 1.22 ug/kg 12.44 0.758 06/10/21 22:30U
1,1,2-Trichloroethane 0.489 ug/kg 10.978 0.306 06/10/21 22:30U
1,1-Dichloroethane 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,1-Dichloroethene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,1-Dichloropropene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,2,3-Trichlorobenzene 30.6 ug/kg 161.1 18.3 06/10/21 22:30U
1,2,3-Trichloropropane 1.22 ug/kg 12.44 0.758 06/10/21 22:30U
1,2,4-Trichlorobenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,2,4-Trimethylbenzene 40.0 ug/kg 161.1 18.3 06/10/21 22:30J
1,2-Dibromo-3-chloropropane 61.0 ug/kg 1122 37.9 06/10/21 22:30U
1,2-Dibromoethane 0.610 ug/kg 11.22 0.489 06/10/21 22:30U
1,2-Dichlorobenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,2-Dichloroethane 1.22 ug/kg 12.44 0.855 06/10/21 22:30U
1,2-Dichloropropane 6.10 ug/kg 112.2 3.79 06/10/21 22:30U
1,3,5-Trimethylbenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,3-Dichlorobenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
1,3-Dichloropropane 6.10 ug/kg 112.2 3.79 06/10/21 22:30U
1,4-Dichlorobenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
2,2-Dichloropropane 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
2-Butanone (MEK)153 ug/kg 1306 95.3 06/10/21 22:30U
2-Chlorotoluene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
2-Hexanone 61.0 ug/kg 1122 37.9 06/10/21 22:30U
4-Chlorotoluene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
4-Isopropyltoluene 61.0 ug/kg 1122 30.6 06/10/21 22:30U
4-Methyl-2-pentanone (MIBK)153 ug/kg 1306 95.3 06/10/21 22:30U
Acetone 111 ug/kg 1306 95.3 06/10/21 22:30J
Benzene 6.42 ug/kg 115.3 4.77 06/10/21 22:30J
Bromobenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Bromochloromethane 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Bromodichloromethane 1.22 ug/kg 12.44 0.758 06/10/21 22:30U
Bromoform 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Bromomethane 12.2 ug/kg 124.4 7.58 06/10/21 22:30U
Carbon disulfide 61.0 ug/kg 1122 37.9 06/10/21 22:30U
Carbon tetrachloride 7.65 ug/kg 115.3 4.77 06/10/21 22:30U
Chlorobenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Volatile GC/MS
Results of 21SW-09-SO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Chloroethane 122 ug/kg 1244 75.8 06/10/21 22:30U
Chloroform 2.44 ug/kg 14.89 1.22 06/10/21 22:30U
Chloromethane 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
cis-1,2-Dichloroethene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
cis-1,3-Dichloropropene 7.65 ug/kg 115.3 4.77 06/10/21 22:30U
Dibromochloromethane 3.06 ug/kg 16.11 1.83 06/10/21 22:30U
Dibromomethane 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Dichlorodifluoromethane 30.6 ug/kg 161.1 18.3 06/10/21 22:30U
Ethylbenzene 15.9 ug/kg 130.6 9.53 06/10/21 22:30J
Freon-113 61.0 ug/kg 1122 37.9 06/10/21 22:30U
Hexachlorobutadiene 12.2 ug/kg 124.4 7.58 06/10/21 22:30U
Isopropylbenzene (Cumene)15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Methylene chloride 61.0 ug/kg 1122 37.9 06/10/21 22:30U
Methyl-t-butyl ether 61.0 ug/kg 1122 37.9 06/10/21 22:30U
Naphthalene 26.6 ug/kg 130.6 9.53 06/10/21 22:30J
n-Butylbenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
n-Propylbenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
o-Xylene 52.2 ug/kg 130.6 9.53 06/10/21 22:30
P & M -Xylene 82.5 ug/kg 161.1 18.3 06/10/21 22:30
sec-Butylbenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Styrene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
tert-Butylbenzene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
Tetrachloroethene 7.65 ug/kg 115.3 4.77 06/10/21 22:30U
Toluene 57.4 ug/kg 130.6 9.53 06/10/21 22:30
trans-1,2-Dichloroethene 15.3 ug/kg 130.6 9.53 06/10/21 22:30U
trans-1,3-Dichloropropene 7.65 ug/kg 115.3 4.77 06/10/21 22:30U
Trichloroethene 3.06 ug/kg 16.11 1.83 06/10/21 22:30U
Trichlorofluoromethane 30.6 ug/kg 161.1 18.3 06/10/21 22:30U
Vinyl acetate 61.0 ug/kg 1122 37.9 06/10/21 22:30U
Vinyl chloride 0.489 ug/kg 10.978 0.306 06/10/21 22:30U
Xylenes (total)135 ug/kg 191.7 27.9 06/10/21 22:30
Surrogates
1,2-Dichloroethane-D4 (surr)106 % 171-136 06/10/21 22:30
4-Bromofluorobenzene (surr)57.1 % 155-151 06/10/21 22:30
Toluene-d8 (surr)100 % 185-116 06/10/21 22:30
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-09-SO
Client Project ID: CF-Seward
Lab Sample ID: 1213158009
Lab Project ID: 1213158
Collection Date: 06/05/21 19:21
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):88.4
Results by Volatile GC/MS
Results of 21SW-09-SO
Location:
Batch Information
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/05/21 19:21
Prep Initial Wt./Vol.: 59.025 g
Prep Extract Vol: 31.8685 mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Analyst: S.S
Analytical Date/Time: 06/10/21 22:30
Container ID: 1213158009-C
Print Date: 06/16/2021 4:11:24PM
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Client Sample ID: 21SW-10-CO
Client Project ID: CF-Seward
Lab Sample ID: 1213158010
Lab Project ID: 1213158
Collection Date: 06/05/21 19:45
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):90.3
Results by Polychlorinated Biphenyls
Results of 21SW-10-CO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Aroclor-1016 110 ug/kg 4220 55.0 06/13/21 17:59U
Aroclor-1221 220 ug/kg 4440 110 06/13/21 17:59U
Aroclor-1232 110 ug/kg 4220 55.0 06/13/21 17:59U
Aroclor-1242 110 ug/kg 4220 55.0 06/13/21 17:59U
Aroclor-1248 110 ug/kg 4220 55.0 06/13/21 17:59U
Aroclor-1254 110 ug/kg 4220 55.0 06/13/21 17:59U
Aroclor-1260 110 ug/kg 4220 55.0 06/13/21 17:59U
Surrogates
Decachlorobiphenyl (surr)90 % 460-125 06/13/21 17:59
Batch Information
Prep Batch: XXX44941
Prep Method: SW3550C
Prep Date/Time: 06/11/21 11:15
Prep Initial Wt./Vol.: 22.665 g
Prep Extract Vol: 5 mL
Analytical Batch: XGC10893
Analytical Method: SW8082A
Analyst: CDM
Analytical Date/Time: 06/13/21 17:59
Container ID: 1213158010-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-10-CO
Client Project ID: CF-Seward
Lab Sample ID: 1213158010
Lab Project ID: 1213158
Collection Date: 06/05/21 19:45
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):90.3
Results by Semivolatile Organic Fuels
Results of 21SW-10-CO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Diesel Range Organics 2890 mg/kg 122.0 6.83 06/10/21 21:09
Surrogates
5a Androstane (surr)153 % 150-150 06/10/21 21:09*
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.154 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK102
Analyst: IVM
Analytical Date/Time: 06/10/21 21:09
Container ID: 1213158010-A
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Residual Range Organics 3060 mg/kg 1110 47.4 06/10/21 21:09
Surrogates
n-Triacontane-d62 (surr)84 % 150-150 06/10/21 21:09
Batch Information
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/21 09:34
Prep Initial Wt./Vol.: 30.154 g
Prep Extract Vol: 5 mL
Analytical Batch: XFC15950
Analytical Method: AK103
Analyst: IVM
Analytical Date/Time: 06/10/21 21:09
Container ID: 1213158010-A
Print Date: 06/16/2021 4:11:24PM
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SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
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Client Sample ID: 21SW-10-CO
Client Project ID: CF-Seward
Lab Sample ID: 1213158010
Lab Project ID: 1213158
Collection Date: 06/05/21 19:45
Received Date: 06/09/21 15:56
Matrix: Soil/Solid (dry weight)
Solids (%):90.3
Results by TCLP Constituents Metals
Results of 21SW-10-CO
Location:
Date AnalyzedParameterDFUnitsResultLOQ/CL DL
Allowable
LimitsQual
Arsenic 0.150 mg/L 250.300 0.125 06/15/21 13:55(<5)U
Barium 0.0750 mg/L 250.150 0.0470 06/15/21 13:55(<100)U
Cadmium 0.0500 mg/L 250.100 0.0300 06/15/21 13:55(<1)U
Chromium 0.100 mg/L 250.200 0.0650 06/15/21 13:55(<5)U
Lead 0.0522 mg/L 250.0500 0.0155 06/15/21 13:55(<5)
Mercury 0.0125 mg/L 250.0250 0.00900 06/15/21 13:55(<0.2)U
Selenium 0.500 mg/L 251.00 0.310 06/15/21 13:55(<1)U
Silver 0.0500 mg/L 250.100 0.0310 06/15/21 13:55(<5)U
Batch Information
Prep Batch: MXT6107
Prep Method: SW3010A
Prep Date/Time: 06/12/21 10:30
Prep Initial Wt./Vol.: 2.5 mL
Prep Extract Vol: 25 mL
Analytical Batch: MMS11143
Analytical Method: SW6020B TCLP
Analyst: DMM
Analytical Date/Time: 06/15/21 13:55
Container ID: 1213158010-A
Print Date: 06/16/2021 4:11:24PM
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Blank ID: LB1 for HBN 1820660 [TCLP/1122
Blank Lab ID: 1615763
QC for Samples:
1213158010
Matrix: Solid/Soil (Wet Weight)
Results by SW6020B TCLP
DL UnitsLOQ/CLResultsParameter
Method Blank
Arsenic 0.300 mg/L0.1250.150U
Barium 0.150 mg/L0.04700.0773J
Cadmium 0.100 mg/L0.03000.0500U
Chromium 0.200 mg/L0.06500.100U
Lead 0.0500 mg/L0.01550.0250U
Mercury 0.0250 mg/L0.009000.0125U
Selenium 1.00 mg/L0.3100.500U
Silver 0.100 mg/L0.03100.0500U
Batch Information
Analytical Batch: MMS11143
Analytical Method: SW6020B TCLP
Instrument: Perkin Elmer NexIon P5
Analyst: DMM
Analytical Date/Time: 6/15/2021 1:46:42PM
Prep Batch: MXT6107
Prep Method: SW3010A
Prep Date/Time: 6/12/2021 10:30:04AM
Prep Initial Wt./Vol.: 2.5 mL
Prep Extract Vol: 25 mL
Print Date: 06/16/2021 4:11:29PM
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121
Blank ID: MB for HBN 1820683 [MXT/6107]
Blank Lab ID: 1615881
QC for Samples:
1213158010
Matrix: Water (Surface, Eff., Ground)
Results by SW6020B TCLP
DL UnitsLOQ/CLResultsParameter
Method Blank
Arsenic 0.0300 mg/L0.01250.0150U
Barium 0.0150 mg/L0.004700.00750U
Cadmium 0.0100 mg/L0.003000.00500U
Chromium 0.0200 mg/L0.006500.0100U
Lead 0.00500 mg/L0.001550.00250U
Mercury 0.00250 mg/L0.0009000.00125U
Selenium 0.100 mg/L0.03100.0500U
Silver 0.0100 mg/L0.003100.00500U
Batch Information
Analytical Batch: MMS11143
Analytical Method: SW6020B TCLP
Instrument: Perkin Elmer NexIon P5
Analyst: DMM
Analytical Date/Time: 6/15/2021 1:38:14PM
Prep Batch: MXT6107
Prep Method: SW3010A
Prep Date/Time: 6/12/2021 10:30:04AM
Prep Initial Wt./Vol.: 25 mL
Prep Extract Vol: 25 mL
Print Date: 06/16/2021 4:11:29PM
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t 907.562.2343 f 907.561.5301 www.us.sgs.com
122
Blank Spike ID: LCS for HBN 1213158 [MXT6107]
Blank Spike Lab ID: 1615882
Date Analyzed: 06/15/2021 13:42
Results by SW6020B TCLP
Blank Spike Summary
Matrix: Water (Surface, Eff., Ground)
Parameter Spike Rec (%)CL
Blank Spike (mg/L)
QC for Samples:1213158010
Result
Arsenic 1 105 ( 84-116 )1.05
Barium 1 93 ( 86-114 )0.934
Cadmium 0.1 102 ( 87-115 )0.102
Chromium 0.4 95 ( 85-116 )0.380
Lead 1 101 ( 88-115 )1.01
Mercury 0.01 104 ( 70-124 )0.0104
Selenium 1 109 ( 80-120 )1.09
Silver 0.1 100 ( 85-116 )0.100
Batch Information
Analytical Batch: MMS11143
Analytical Method: SW6020B TCLP
Instrument: Perkin Elmer NexIon P5
Analyst: DMM
Prep Batch: MXT6107
Prep Method: SW3010A
Prep Date/Time: 06/12/2021 10:30
Spike Init Wt./Vol.: 1 mg/L Extract Vol: 25 mL
Dupe Init Wt./Vol.: Extract Vol:
Print Date: 06/16/2021 4:11:32PM
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123
Original Sample ID: 1615894
MS Sample ID: 1615896 MS
MSD Sample ID: 1615897 MSD
Analysis Date: 06/15/2021 13:59
Analysis Date: 06/15/2021 14:03
Analysis Date: 06/15/2021 14:07
Matrix: Solid/Soil (Wet Weight)
Results by SW6020B TCLP
Matrix Spike (mg/L) Spike Duplicate (mg/L)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158010
Matrix Spike Summary
RPD CLResultResult
Arsenic 10.00.150U 97 10.0 96 84-116 1.20 (< 20 )9.71 9.60
Barium 10.00.0750U 88 10.0 93 86-114 5.96 (< 20 )8.79 9.33
Cadmium 1.000.0500U 95 1.00 100 87-115 5.78 (< 20 ).945 1.00
Chromium 4.000.100U 87 4.00 87 85-116 0.45 (< 20 )3.46 3.48
Lead 10.00.0250U 97 10.0 95 88-115 2.27 (< 20 )9.74 9.52
Mercury 0.1000.0125U 103 0.100 100 70-124 3.02 (< 20 ).103 0.100
Selenium 10.00.500U 99 10.0 99 80-120 0.64 (< 20 )9.85 9.92
Silver 1.000.0500U 96 1.00 99 85-116 3.46 (< 20 ).955 0.989
Batch Information
Prep Batch: MXT6107
Prep Method: Waters Digest for Metals by ICP-MS(TCLP)
Prep Date/Time: 6/12/2021 10:30:04AM
Prep Initial Wt./Vol.: 2.50mL
Prep Extract Vol: 25.00mL
Analytical Batch: MMS11143
Analytical Method: SW6020B TCLP
Instrument: Perkin Elmer NexIon P5
Analyst: DMM
Analytical Date/Time: 6/15/2021 2:03:37PM
Print Date: 06/16/2021 4:11:34PM
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124
Blank ID: MB for HBN 1820579 [MXX/34282]
Blank Lab ID: 1615436
QC for Samples:
1213158003, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by SW6020B
DL UnitsLOQ/CLResultsParameter
Method Blank
Arsenic 1.00 mg/kg0.3100.500U
Barium 0.300 mg/kg0.09400.150U
Cadmium 0.200 mg/kg0.06200.100U
Chromium 1.00 mg/kg0.3100.500U
Lead 0.200 mg/kg0.06200.100U
Mercury 0.300 mg/kg0.1000.150U
Selenium 2.00 mg/kg0.6201.00U
Silver 0.500 mg/kg0.1500.250U
Batch Information
Analytical Batch: MMS11141
Analytical Method: SW6020B
Instrument: Perkin Elmer NexIon P5
Analyst: DSD
Analytical Date/Time: 6/11/2021 12:20:12AM
Prep Batch: MXX34282
Prep Method: SW3050B
Prep Date/Time: 6/10/2021 12:05:06PM
Prep Initial Wt./Vol.: 1 g
Prep Extract Vol: 50 mL
Print Date: 06/16/2021 4:11:36PM
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125
Blank Spike ID: LCS for HBN 1213158 [MXX34282]
Blank Spike Lab ID: 1615437
Date Analyzed: 06/11/2021 00:24
Results by SW6020B
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)CL
Blank Spike (mg/kg)
QC for Samples:1213158003, 1213158007, 1213158008, 1213158009
Result
Arsenic 50 99 ( 82-118 )49.7
Barium 50 99 ( 86-116 )49.3
Cadmium 5 99 ( 84-116 )4.95
Chromium 20 101 ( 83-119 )20.3
Lead 50 104 ( 84-118 )51.8
Mercury 0.5 97 ( 74-126 )0.483
Selenium 50 100 ( 80-119 )49.9
Silver 5 96 ( 83-118 )4.81
Batch Information
Analytical Batch: MMS11141
Analytical Method: SW6020B
Instrument: Perkin Elmer NexIon P5
Analyst: DSD
Prep Batch: MXX34282
Prep Method: SW3050B
Prep Date/Time: 06/10/2021 12:05
Spike Init Wt./Vol.: 50 mg/kg Extract Vol: 50 mL
Dupe Init Wt./Vol.: Extract Vol:
Print Date: 06/16/2021 4:11:38PM
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126
Original Sample ID: 1615438
MS Sample ID: 1615440 MS
MSD Sample ID: 1615441 MSD
Analysis Date: 06/10/2021 23:33
Analysis Date: 06/10/2021 23:37
Analysis Date: 06/10/2021 23:42
Matrix: Solid/Soil (Wet Weight)
Results by SW6020B
Matrix Spike (mg/kg) Spike Duplicate (mg/kg)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158003, 1213158007, 1213158008, 1213158009
Matrix Spike Summary
RPD CLResultResult
Arsenic 46.60.979 99 47.9 98 82-118 2.06 (< 20 )46.9 47.9
Barium 46.65.93 99 47.9 100 86-116 3.21 (< 20 )52.1 53.8
Cadmium 4.660.0970U 98 4.79 99 84-116 4.53 (< 20 )4.55 4.76
Chromium 18.60.547J 99 19.2 95 83-119 1.41 (< 20 )19 18.8
Lead 46.65.48 104 47.9 101 84-118 0.61 (< 20 )53.7 54.0
Mercury 0.4660.145U 96 0.479 103 74-126 9.74 (< 20 ).449 0.495
Selenium 46.60.970U 102 47.9 98 80-119 1.72 (< 20 )47.7 46.9
Silver 4.660.242U 97 4.79 101 83-118 6.87 (< 20 )4.53 4.85
Batch Information
Prep Batch: MXX34282
Prep Method: Soils/Solids Digest for Metals by ICP-MS
Prep Date/Time: 6/10/2021 12:05:06PM
Prep Initial Wt./Vol.: 1.07g
Prep Extract Vol: 50.00mL
Analytical Batch: MMS11141
Analytical Method: SW6020B
Instrument: Perkin Elmer NexIon P5
Analyst: DSD
Analytical Date/Time: 6/10/2021 11:37:54PM
Print Date: 06/16/2021 4:11:40PM
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127
Blank ID: MB for HBN 1820626 [SPT/11293]
Blank Lab ID: 1615597
QC for Samples:
1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009, 1213158010
Matrix: Soil/Solid (dry weight)
Results by SM21 2540G
DL UnitsLOQ/CLResultsParameter
Method Blank
Total Solids %100
Batch Information
Analytical Batch: SPT11293
Analytical Method: SM21 2540G
Instrument:
Analyst: TMM
Analytical Date/Time: 6/10/2021 5:00:00PM
Print Date: 06/16/2021 4:11:42PM
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128
Original Sample ID: 1213082019
Duplicate Sample ID: 1615600
Analysis Date: 06/10/2021 17:00
Matrix: Soil/Solid (dry weight)
Results by SM21 2540G
Duplicate Sample Summary
QC for Samples:
RPD (%)DuplicateOriginalNAME Units RPD CL
0.0395.895.8Total Solids %(< 15 )
Analytical Batch: SPT11293
Analytical Method: SM21 2540G
Instrument:
Analyst: TMM
Batch Information
Print Date: 06/16/2021 4:11:44PM
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129
Original Sample ID: 1213156004
Duplicate Sample ID: 1615601
Analysis Date: 06/10/2021 17:00
Matrix: Soil/Solid (dry weight)
Results by SM21 2540G
Duplicate Sample Summary
QC for Samples:
RPD (%)DuplicateOriginalNAME Units RPD CL
1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009,
1213158010
1.5093.291.8Total Solids %(< 15 )
Analytical Batch: SPT11293
Analytical Method: SM21 2540G
Instrument:
Analyst: TMM
Batch Information
Print Date: 06/16/2021 4:11:44PM
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130
Blank ID: MB for HBN 1820636 [VXX/37207]
Blank Lab ID: 1615637
QC for Samples:
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by AK101
DL UnitsLOQ/CLResultsParameter
Method Blank
Gasoline Range Organics 2.50 mg/kg0.7501.33J
Surrogates
4-Bromofluorobenzene (surr)50-150 %83.4
Batch Information
Analytical Batch: VFC15644
Analytical Method: AK101
Instrument: Agilent 7890 PID/FID
Analyst: MDT
Analytical Date/Time: 6/10/2021 12:43:00PM
Prep Batch: VXX37207
Prep Method: SW5035A
Prep Date/Time: 6/10/2021 6:00:00AM
Prep Initial Wt./Vol.: 50 g
Prep Extract Vol: 25 mL
Print Date: 06/16/2021 4:11:47PM
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131
Blank Spike ID: LCS for HBN 1213158 [VXX37207]
Blank Spike Lab ID: 1615638
Date Analyzed: 06/10/2021 12:25
Spike Duplicate ID: LCSD for HBN 1213158
[VXX37207]
Spike Duplicate Lab ID: 1615639
Results by AK101
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)Spike Rec (%)RPD (%)CL
Blank Spike (mg/kg)
RPD CL
Spike Duplicate (mg/kg)
QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Result Result
Gasoline Range Organics 12.5 105 12.5 96 ( 60-120 )(< 20 ) 8.3013.1 12.1
Surrogates
4-Bromofluorobenzene (surr)1.25 94 1.25 97 ( 50-150 ) 3.90
Batch Information
Analytical Batch: VFC15644
Analytical Method: AK101
Instrument: Agilent 7890 PID/FID
Analyst: MDT
Prep Batch: VXX37207
Prep Method: SW5035A
Prep Date/Time: 06/10/2021 06:00
Spike Init Wt./Vol.: 12.5 mg/Kg Extract Vol: 25 mL
Dupe Init Wt./Vol.: 12.5 mg/Kg Extract Vol: 25 mL
Print Date: 06/16/2021 4:11:50PM
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132
Blank ID: MB for HBN 1820669 [VXX/37214]
Blank Lab ID: 1615815
QC for Samples:
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by SW8260D
DL UnitsLOQ/CLResultsParameter
Method Blank
1,1,1,2-Tetrachloroethane 20.0 ug/kg6.2010.0U
1,1,1-Trichloroethane 25.0 ug/kg7.8012.5U
1,1,2,2-Tetrachloroethane 2.00 ug/kg0.6201.00U
1,1,2-Trichloroethane 0.800 ug/kg0.2500.400U
1,1-Dichloroethane 25.0 ug/kg7.8012.5U
1,1-Dichloroethene 25.0 ug/kg7.8012.5U
1,1-Dichloropropene 25.0 ug/kg7.8012.5U
1,2,3-Trichlorobenzene 50.0 ug/kg15.025.0U
1,2,3-Trichloropropane 2.00 ug/kg0.6201.00U
1,2,4-Trichlorobenzene 25.0 ug/kg7.8012.5U
1,2,4-Trimethylbenzene 50.0 ug/kg15.025.0U
1,2-Dibromo-3-chloropropane 100 ug/kg31.050.0U
1,2-Dibromoethane 1.00 ug/kg0.4000.500U
1,2-Dichlorobenzene 25.0 ug/kg7.8012.5U
1,2-Dichloroethane 2.00 ug/kg0.7001.00U
1,2-Dichloropropane 10.0 ug/kg3.105.00U
1,3,5-Trimethylbenzene 25.0 ug/kg7.8012.5U
1,3-Dichlorobenzene 25.0 ug/kg7.8012.5U
1,3-Dichloropropane 10.0 ug/kg3.105.00U
1,4-Dichlorobenzene 25.0 ug/kg7.8012.5U
2,2-Dichloropropane 25.0 ug/kg7.8012.5U
2-Butanone (MEK)250 ug/kg78.0125U
2-Chlorotoluene 25.0 ug/kg7.8012.5U
2-Hexanone 100 ug/kg31.050.0U
4-Chlorotoluene 25.0 ug/kg7.8012.5U
4-Isopropyltoluene 100 ug/kg25.050.0U
4-Methyl-2-pentanone (MIBK)250 ug/kg78.0125U
Acetone 250 ug/kg78.0125U
Benzene 12.5 ug/kg3.906.25U
Bromobenzene 25.0 ug/kg7.8012.5U
Bromochloromethane 25.0 ug/kg7.8012.5U
Bromodichloromethane 2.00 ug/kg0.6201.00U
Bromoform 25.0 ug/kg7.8012.5U
Bromomethane 20.0 ug/kg6.2010.0U
Carbon disulfide 100 ug/kg31.050.0U
Carbon tetrachloride 12.5 ug/kg3.906.25U
Chlorobenzene 25.0 ug/kg7.8012.5U
Chloroethane 200 ug/kg62.0100U
Print Date: 06/16/2021 4:11:53PM
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133
Blank ID: MB for HBN 1820669 [VXX/37214]
Blank Lab ID: 1615815
QC for Samples:
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by SW8260D
DL UnitsLOQ/CLResultsParameter
Method Blank
Chloroform 4.00 ug/kg1.002.00U
Chloromethane 25.0 ug/kg7.8012.5U
cis-1,2-Dichloroethene 25.0 ug/kg7.8012.5U
cis-1,3-Dichloropropene 12.5 ug/kg3.906.25U
Dibromochloromethane 5.00 ug/kg1.502.50U
Dibromomethane 25.0 ug/kg7.8012.5U
Dichlorodifluoromethane 50.0 ug/kg15.025.0U
Ethylbenzene 25.0 ug/kg7.8012.5U
Freon-113 100 ug/kg31.050.0U
Hexachlorobutadiene 20.0 ug/kg6.2010.0U
Isopropylbenzene (Cumene)25.0 ug/kg7.8012.5U
Methylene chloride 100 ug/kg31.050.0U
Methyl-t-butyl ether 100 ug/kg31.050.0U
Naphthalene 25.0 ug/kg7.8012.5U
n-Butylbenzene 25.0 ug/kg7.8012.5U
n-Propylbenzene 25.0 ug/kg7.8012.5U
o-Xylene 25.0 ug/kg7.8012.5U
P & M -Xylene 50.0 ug/kg15.025.0U
sec-Butylbenzene 25.0 ug/kg7.8012.5U
Styrene 25.0 ug/kg7.8012.5U
tert-Butylbenzene 25.0 ug/kg7.8012.5U
Tetrachloroethene 12.5 ug/kg3.906.25U
Toluene 25.0 ug/kg7.8012.5U
trans-1,2-Dichloroethene 25.0 ug/kg7.8012.5U
trans-1,3-Dichloropropene 12.5 ug/kg3.906.25U
Trichloroethene 5.00 ug/kg1.502.50U
Trichlorofluoromethane 50.0 ug/kg15.025.0U
Vinyl acetate 100 ug/kg31.050.0U
Vinyl chloride 0.800 ug/kg0.2500.400U
Xylenes (total)75.0 ug/kg22.837.5U
Surrogates
1,2-Dichloroethane-D4 (surr)71-136 %110
4-Bromofluorobenzene (surr)55-151 %96.6
Toluene-d8 (surr)85-116 %99.4
Print Date: 06/16/2021 4:11:53PM
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134
Blank ID: MB for HBN 1820669 [VXX/37214]
Blank Lab ID: 1615815
QC for Samples:
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by SW8260D
DL UnitsLOQ/CLResultsParameter
Method Blank
Batch Information
Analytical Batch: VMS20796
Analytical Method: SW8260D
Instrument: VQA 7890/5975 GC/MS
Analyst: S.S
Analytical Date/Time: 6/10/2021 12:17:00PM
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 6/10/2021 6:00:00AM
Prep Initial Wt./Vol.: 50 g
Prep Extract Vol: 25 mL
Print Date: 06/16/2021 4:11:53PM
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135
Blank Spike ID: LCS for HBN 1213158 [VXX37214]
Blank Spike Lab ID: 1615816
Date Analyzed: 06/10/2021 12:34
Results by SW8260D
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)CL
Blank Spike (ug/kg)
QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Result
1,1,1,2-Tetrachloroethane 750 109 ( 78-125 )819
1,1,1-Trichloroethane 750 97 ( 73-130 )729
1,1,2,2-Tetrachloroethane 750 111 ( 70-124 )835
1,1,2-Trichloroethane 750 118 ( 78-121 )882
1,1-Dichloroethane 750 98 ( 76-125 )734
1,1-Dichloroethene 750 103 ( 70-131 )775
1,1-Dichloropropene 750 104 ( 76-125 )781
1,2,3-Trichlorobenzene 750 85 ( 66-130 )636
1,2,3-Trichloropropane 750 97 ( 73-125 )727
1,2,4-Trichlorobenzene 750 89 ( 67-129 )670
1,2,4-Trimethylbenzene 750 100 ( 75-123 )747
1,2-Dibromo-3-chloropropane 750 103 ( 61-132 )772
1,2-Dibromoethane 750 115 ( 78-122 )864
1,2-Dichlorobenzene 750 101 ( 78-121 )756
1,2-Dichloroethane 750 94 ( 73-128 )707
1,2-Dichloropropane 750 106 ( 76-123 )796
1,3,5-Trimethylbenzene 750 97 ( 73-124 )727
1,3-Dichlorobenzene 750 102 ( 77-121 )766
1,3-Dichloropropane 750 113 ( 77-121 )849
1,4-Dichlorobenzene 750 102 ( 75-120 )764
2,2-Dichloropropane 750 107 ( 67-133 )804
2-Butanone (MEK)2250 97 ( 51-148 )2190
2-Chlorotoluene 750 103 ( 75-122 )775
2-Hexanone 2250 107 ( 53-145 )2410
4-Chlorotoluene 750 101 ( 72-124 )757
4-Isopropyltoluene 750 95 ( 73-127 )714
4-Methyl-2-pentanone (MIBK)2250 98 ( 65-135 )2210
Acetone 2250 98 ( 36-164 )2210
Benzene 750 107 ( 77-121 )800
Bromobenzene 750 106 ( 78-121 )795
Bromochloromethane 750 97 ( 78-125 )727
Bromodichloromethane 750 105 ( 75-127 )788
Bromoform 750 109 ( 67-132 )818
Bromomethane 750 101 ( 53-143 )757
Print Date: 06/16/2021 4:11:56PM
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136
Blank Spike ID: LCS for HBN 1213158 [VXX37214]
Blank Spike Lab ID: 1615816
Date Analyzed: 06/10/2021 12:34
Results by SW8260D
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)CL
Blank Spike (ug/kg)
QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Result
Carbon disulfide 1130 94 ( 63-132 )1060
Carbon tetrachloride 750 104 ( 70-135 )781
Chlorobenzene 750 102 ( 79-120 )763
Chloroethane 750 114 ( 59-139 )856
Chloroform 750 96 ( 78-123 )720
Chloromethane 750 118 ( 50-136 )885
cis-1,2-Dichloroethene 750 100 ( 77-123 )750
cis-1,3-Dichloropropene 750 112 ( 74-126 )843
Dibromochloromethane 750 104 ( 74-126 )782
Dibromomethane 750 102 ( 78-125 )762
Dichlorodifluoromethane 750 99 ( 29-149 )741
Ethylbenzene 750 102 ( 76-122 )761
Freon-113 1130 97 ( 66-136 )1090
Hexachlorobutadiene 750 85 ( 61-135 )635
Isopropylbenzene (Cumene)750 104 ( 68-134 )777
Methylene chloride 750 106 ( 70-128 )795
Methyl-t-butyl ether 1130 103 ( 73-125 )1160
Naphthalene 750 96 ( 62-129 )722
n-Butylbenzene 750 94 ( 70-128 )708
n-Propylbenzene 750 103 ( 73-125 )770
o-Xylene 750 102 ( 77-123 )764
P & M -Xylene 1500 100 ( 77-124 )1500
sec-Butylbenzene 750 96 ( 73-126 )716
Styrene 750 106 ( 76-124 )794
tert-Butylbenzene 750 97 ( 73-125 )730
Tetrachloroethene 750 107 ( 73-128 )800
Toluene 750 101 ( 77-121 )761
trans-1,2-Dichloroethene 750 100 ( 74-125 )750
trans-1,3-Dichloropropene 750 105 ( 71-130 )788
Trichloroethene 750 108 ( 77-123 )809
Trichlorofluoromethane 750 120 ( 62-140 )897
Vinyl acetate 750 98 ( 50-151 )733
Vinyl chloride 750 100 ( 56-135 )752
Xylenes (total)2250 101 ( 78-124 )2260
Print Date: 06/16/2021 4:11:56PM
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137
Blank Spike ID: LCS for HBN 1213158 [VXX37214]
Blank Spike Lab ID: 1615816
Date Analyzed: 06/10/2021 12:34
Results by SW8260D
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)CL
Blank Spike (ug/kg)
QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Result
Surrogates
1,2-Dichloroethane-D4 (surr)750 94 ( 71-136 )
4-Bromofluorobenzene (surr)750 94 ( 55-151 )
Toluene-d8 (surr)750 101 ( 85-116 )
Batch Information
Analytical Batch: VMS20796
Analytical Method: SW8260D
Instrument: VQA 7890/5975 GC/MS
Analyst: S.S
Prep Batch: VXX37214
Prep Method: SW5035A
Prep Date/Time: 06/10/2021 06:00
Spike Init Wt./Vol.: 750 ug/kg Extract Vol: 25 mL
Dupe Init Wt./Vol.: Extract Vol:
Print Date: 06/16/2021 4:11:56PM
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138
Original Sample ID: 1615817
MS Sample ID: 1615818 MS
MSD Sample ID: 1615819 MSD
Analysis Date: 06/10/2021 16:43
Analysis Date: 06/10/2021 15:04
Analysis Date: 06/10/2021 15:20
Matrix: Solid/Soil (Wet Weight)
Results by SW8260D
Matrix Spike (ug/kg) Spike Duplicate (ug/kg)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Matrix Spike Summary
RPD CLResultResult
1,1,1,2-Tetrachloroethane 4365.80U 107 436 106 78-125 1.60 (< 20 )468 461
1,1,1-Trichloroethane 4367.25U 100 436 99 73-130 0.77 (< 20 )436 433
1,1,2,2-Tetrachloroethane 4360.580U 111 436 113 70-124 2.00 (< 20 )485 494
1,1,2-Trichloroethane 4360.233U 116 436 115 78-121 1.00 (< 20 )508 502
1,1-Dichloroethane 4367.25U 96 436 95 76-125 0.56 (< 20 )419 416
1,1-Dichloroethene 4367.25U 100 436 99 70-131 0.77 (< 20 )436 432
1,1-Dichloropropene 4367.25U 106 436 104 76-125 1.40 (< 20 )462 455
1,2,3-Trichlorobenzene 43614.6U 87 436 91 66-130 5.10 (< 20 )378 398
1,2,3-Trichloropropane 4360.580U 109 436 105 73-125 3.70 (< 20 )476 459
1,2,4-Trichlorobenzene 4367.25U 89 436 93 67-129 4.30 (< 20 )390 407
1,2,4-Trimethylbenzene 43614.6U 100 436 102 75-123 2.50 (< 20 )436 447
1,2-Dibromo-3-chloropropane 43629.1U 106 436 109 61-132 3.00 (< 20 )463 477
1,2-Dibromoethane 4360.291U 115 436 113 78-122 1.60 (< 20 )501 493
1,2-Dichlorobenzene 4367.25U 102 436 105 78-121 3.00 (< 20 )443 457
1,2-Dichloroethane 4360.580U 95 436 93 73-128 1.40 (< 20 )412 407
1,2-Dichloropropane 4362.91U 105 436 104 76-123 1.30 (< 20 )459 453
1,3,5-Trimethylbenzene 4367.25U 100 436 101 73-124 1.10 (< 20 )437 442
1,3-Dichlorobenzene 4367.25U 101 436 104 77-121 3.60 (< 20 )439 455
1,3-Dichloropropane 4362.91U 112 436 111 77-121 0.66 (< 20 )488 485
1,4-Dichlorobenzene 4367.25U 101 436 105 75-120 3.80 (< 20 )442 459
2,2-Dichloropropane 4367.25U 106 436 104 67-133 1.50 (< 20 )461 454
2-Butanone (MEK)131072.5U 99 1310 99 51-148 0.09 (< 20 )1300 1300
2-Chlorotoluene 4367.25U 102 436 105 75-122 2.90 (< 20 )445 458
2-Hexanone 131029.1U 108 1310 107 53-145 0.73 (< 20 )1410 1400
4-Chlorotoluene 4367.25U 102 436 105 72-124 3.10 (< 20 )443 457
4-Isopropyltoluene 43629.1U 93 436 95 73-127 2.20 (< 20 )406 415
4-Methyl-2-pentanone (MIBK)131072.5U 100 1310 99 65-135 1.40 (< 20 )1310 1300
Acetone 131072.5U 101 1310 101 36-164 0.23 (< 20 )1320 1320
Benzene 4363.63U 103 436 102 77-121 1.20 (< 20 )448 443
Bromobenzene 4367.25U 105 436 109 78-121 3.60 (< 20 )456 473
Bromochloromethane 4367.25U 97 436 96 78-125 0.76 (< 20 )423 419
Bromodichloromethane 4360.580U 104 436 103 75-127 1.40 (< 20 )454 448
Bromoform 4367.25U 112 436 110 67-132 1.40 (< 20 )488 481
Bromomethane 4365.80U 105 436 105 53-143 0.19 (< 20 )458 458
Carbon disulfide 65429.1U 98 654 96 63-132 1.30 (< 20 )639 631
Carbon tetrachloride 4363.63U 104 436 102 70-135 1.70 (< 20 )452 444
Chlorobenzene 4367.25U 101 436 100 79-120 1.20 (< 20 )439 434
Print Date: 06/16/2021 4:11:57PM
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139
Original Sample ID: 1615817
MS Sample ID: 1615818 MS
MSD Sample ID: 1615819 MSD
Analysis Date: 06/10/2021 16:43
Analysis Date: 06/10/2021 15:04
Analysis Date: 06/10/2021 15:20
Matrix: Solid/Soil (Wet Weight)
Results by SW8260D
Matrix Spike (ug/kg) Spike Duplicate (ug/kg)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Matrix Spike Summary
RPD CLResultResult
Chloroethane 43658.0U 111 436 105 59-139 5.70 (< 20 )482 456
Chloroform 4361.17U 96 436 95 78-123 0.73 (< 20 )417 414
Chloromethane 4367.25U 95 436 95 50-136 0.77 (< 20 )416 413
cis-1,2-Dichloroethene 4367.25U 102 436 99 77-123 2.70 (< 20 )445 433
cis-1,3-Dichloropropene 4363.63U 112 436 111 74-126 1.30 (< 20 )490 484
Dibromochloromethane 4361.46U 103 436 103 74-126 0.84 (< 20 )451 447
Dibromomethane 4367.25U 101 436 100 78-125 1.60 (< 20 )441 434
Dichlorodifluoromethane 43614.6U 92 436 90 29-149 2.10 (< 20 )401 392
Ethylbenzene 4367.25U 97 436 97 76-122 0.76 (< 20 )425 422
Freon-113 65429.1U 99 654 98 66-136 1.00 (< 20 )644 638
Hexachlorobutadiene 4365.80U 97 436 99 61-135 2.70 (< 20 )421 433
Isopropylbenzene (Cumene)4367.25U 99 436 98 68-134 1.30 (< 20 )432 426
Methylene chloride 43629.1U 106 436 104 70-128 1.10 (< 20 )460 455
Methyl-t-butyl ether 65429.1U 103 654 102 73-125 0.96 (< 20 )672 666
Naphthalene 4367.25U 99 436 103 62-129 4.50 (< 20 )430 450
n-Butylbenzene 4367.25U 92 436 95 70-128 3.20 (< 20 )400 413
n-Propylbenzene 4367.25U 101 436 104 73-125 3.40 (< 20 )438 453
o-Xylene 4367.25U 98 436 97 77-123 0.75 (< 20 )427 424
P & M -Xylene 87214.6U 96 872 95 77-124 0.66 (< 20 )837 832
sec-Butylbenzene 4367.25U 93 436 96 73-126 2.80 (< 20 )405 417
Styrene 4367.25U 104 436 102 76-124 1.10 (< 20 )452 447
tert-Butylbenzene 4367.25U 96 436 99 73-125 3.40 (< 20 )418 432
Tetrachloroethene 4363.63U 106 436 102 73-128 3.90 (< 20 )461 443
Toluene 4367.25U 99 436 97 77-121 2.10 (< 20 )432 423
trans-1,2-Dichloroethene 4367.25U 99 436 99 74-125 0.10 (< 20 )433 433
trans-1,3-Dichloropropene 4363.63U 105 436 103 71-130 1.80 (< 20 )457 449
Trichloroethene 4361.46U 109 436 108 77-123 1.30 (< 20 )476 469
Trichlorofluoromethane 43614.6U 115 436 112 62-140 2.60 (< 20 )500 487
Vinyl acetate 43629.1U 113 436 112 50-151 1.00 (< 20 )492 487
Vinyl chloride 4360.233U 92 436 91 56-135 1.30 (< 20 )401 396
Xylenes (total)131021.8U 97 1310 96 78-124 0.69 (< 20 )1260 1260
Surrogates
1,2-Dichloroethane-D4 (surr)436 95 436 94 71-136 1.70416409
4-Bromofluorobenzene (surr)727 66 727 68 55-151 3.90478497
Toluene-d8 (surr)436 101 436 100 85-116 0.50440438
Print Date: 06/16/2021 4:11:57PM
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140
Original Sample ID: 1615817
MS Sample ID: 1615818 MS
MSD Sample ID: 1615819 MSD
Analysis Date:
Analysis Date: 06/10/2021 15:04
Analysis Date: 06/10/2021 15:20
Matrix: Solid/Soil (Wet Weight)
Results by SW8260D
Matrix Spike (%)Spike Duplicate (%)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Matrix Spike Summary
RPD CLResultResult
Batch Information
Prep Batch: VXX37214
Prep Method: Vol. Extraction SW8260 Field Extracted L
Prep Date/Time: 6/10/2021 6:00:00AM
Prep Initial Wt./Vol.: 85.97g
Prep Extract Vol: 25.00mL
Analytical Batch: VMS20796
Analytical Method: SW8260D
Instrument: VQA 7890/5975 GC/MS
Analyst: S.S
Analytical Date/Time: 6/10/2021 3:04:00PM
Print Date: 06/16/2021 4:11:57PM
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141
Blank ID: MB for HBN 1820686 [VXX/37216]
Blank Lab ID: 1615911
QC for Samples:
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by SW8021B
DL UnitsLOQ/CLResultsParameter
Method Blank
Benzene 12.5 ug/kg4.006.25U
Ethylbenzene 25.0 ug/kg7.8012.5U
o-Xylene 25.0 ug/kg7.8012.5U
P & M -Xylene 50.0 ug/kg15.025.0U
Toluene 25.0 ug/kg7.8012.5U
Xylenes (total)75.0 ug/kg22.837.5U
Surrogates
1,4-Difluorobenzene (surr)72-119 %92
Batch Information
Analytical Batch: VFC15647
Analytical Method: SW8021B
Instrument: Agilent 7890A PID/FID
Analyst: IJV
Analytical Date/Time: 6/11/2021 1:06:00PM
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 6/11/2021 6:00:00AM
Prep Initial Wt./Vol.: 50 g
Prep Extract Vol: 25 mL
Print Date: 06/16/2021 4:11:59PM
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142
Blank Spike ID: LCS for HBN 1213158 [VXX37216]
Blank Spike Lab ID: 1615912
Date Analyzed: 06/11/2021 11:54
Spike Duplicate ID: LCSD for HBN 1213158
[VXX37216]
Spike Duplicate Lab ID: 1615913
Results by SW8021B
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)Spike Rec (%)RPD (%)CL
Blank Spike (ug/kg)
RPD CL
Spike Duplicate (ug/kg)
QC for Samples: 1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Result Result
Benzene 1250 103 1250 101 ( 75-125 )(< 20 ) 1.6012801260
Ethylbenzene 1250 90 1250 88 ( 75-125 )(< 20 ) 1.6011201100
o-Xylene 1250 92 1250 90 ( 75-125 )(< 20 ) 1.4011501130
P & M -Xylene 2500 91 2500 89 ( 80-125 )(< 20 ) 1.7022702230
Toluene 1250 92 1250 90 ( 70-125 )(< 20 ) 2.5011501120
Xylenes (total)3750 91 3750 90 ( 78-124 )(< 20 ) 1.6034103360
Surrogates
1,4-Difluorobenzene (surr)1250 98 1250 97 ( 72-119 ) 0.47
Batch Information
Analytical Batch: VFC15647
Analytical Method: SW8021B
Instrument: Agilent 7890A PID/FID
Analyst: IJV
Prep Batch: VXX37216
Prep Method: SW5035A
Prep Date/Time: 06/11/2021 06:00
Spike Init Wt./Vol.: 1250 ug/kg Extract Vol: 25 mL
Dupe Init Wt./Vol.: 1250 ug/kg Extract Vol: 25 mL
Print Date: 06/16/2021 4:12:02PM
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143
Original Sample ID: 1615910
MS Sample ID: 1615916 MS
MSD Sample ID: 1615917 MSD
Analysis Date: 06/11/2021 18:18
Analysis Date: 06/11/2021 18:36
Analysis Date: 06/11/2021 18:54
Matrix: Soil/Solid (dry weight)
Results by SW8021B
Matrix Spike (ug/kg) Spike Duplicate (ug/kg)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158001, 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007,
1213158008, 1213158009
Matrix Spike Summary
RPD CLResultResult
Benzene 18809.40U 105 1880 104 75-125 1.30 (< 20 )1980 1960
Ethylbenzene 188018.8U 95 1880 93 75-125 2.10 (< 20 )1790 1750
o-Xylene 188018.8U 94 1880 91 75-125 2.40 (< 20 )1760 1720
P & M -Xylene 376037.6U 95 3760 93 80-125 2.20 (< 20 )3590 3510
Toluene 188018.8U 97 1880 96 70-125 1.60 (< 20 )1830 1800
Xylenes (total)565056.5U 95 5650 93 78-124 2.30 (< 20 )5350 5230
Surrogates
1,4-Difluorobenzene (surr)1880 94 1880 93 72-119 0.2417601760
Batch Information
Prep Batch: VXX37216
Prep Method: AK101 Extraction (S)
Prep Date/Time: 6/11/2021 6:00:00AM
Prep Initial Wt./Vol.: 33.20g
Prep Extract Vol: 25.00mL
Analytical Batch: VFC15647
Analytical Method: SW8021B
Instrument: Agilent 7890A PID/FID
Analyst: IJV
Analytical Date/Time: 6/11/2021 6:36:00PM
Print Date: 06/16/2021 4:12:03PM
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144
Blank ID: MB for HBN 1820570 [XXX/44939]
Blank Lab ID: 1615399
QC for Samples:
1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009, 1213158010
Matrix: Soil/Solid (dry weight)
Results by AK102
DL UnitsLOQ/CLResultsParameter
Method Blank
Diesel Range Organics 20.0 mg/kg6.207.65J
Surrogates
5a Androstane (surr)60-120 %93
Batch Information
Analytical Batch: XFC15950
Analytical Method: AK102
Instrument: Agilent 7890B F
Analyst: IVM
Analytical Date/Time: 6/10/2021 5:04:00PM
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 6/10/2021 9:34:24AM
Prep Initial Wt./Vol.: 30 g
Prep Extract Vol: 5 mL
Print Date: 06/16/2021 4:12:05PM
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145
Blank Spike ID: LCS for HBN 1213158 [XXX44939]
Blank Spike Lab ID: 1615400
Date Analyzed: 06/10/2021 17:15
Spike Duplicate ID: LCSD for HBN 1213158
[XXX44939]
Spike Duplicate Lab ID: 1615401
Results by AK102
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)Spike Rec (%)RPD (%)CL
Blank Spike (mg/kg)
RPD CL
Spike Duplicate (mg/kg)
QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,
1213158009, 1213158010
Result Result
Diesel Range Organics 667 107 667 108 ( 75-125 )(< 20 ) 0.94716723
Surrogates
5a Androstane (surr)16.7 99 16.7 102 ( 60-120 ) 2.90
Batch Information
Analytical Batch: XFC15950
Analytical Method: AK102
Instrument: Agilent 7890B F
Analyst: IVM
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/2021 09:34
Spike Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL
Dupe Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL
Print Date: 06/16/2021 4:12:08PM
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146
Blank ID: MB for HBN 1820570 [XXX/44939]
Blank Lab ID: 1615399
QC for Samples:
1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009, 1213158010
Matrix: Soil/Solid (dry weight)
Results by AK103
DL UnitsLOQ/CLResultsParameter
Method Blank
Residual Range Organics 100 mg/kg43.050.0U
Surrogates
n-Triacontane-d62 (surr)60-120 %94.5
Batch Information
Analytical Batch: XFC15950
Analytical Method: AK103
Instrument: Agilent 7890B F
Analyst: IVM
Analytical Date/Time: 6/10/2021 5:04:00PM
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 6/10/2021 9:34:24AM
Prep Initial Wt./Vol.: 30 g
Prep Extract Vol: 5 mL
Print Date: 06/16/2021 4:12:11PM
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147
Blank Spike ID: LCS for HBN 1213158 [XXX44939]
Blank Spike Lab ID: 1615400
Date Analyzed: 06/10/2021 17:15
Spike Duplicate ID: LCSD for HBN 1213158
[XXX44939]
Spike Duplicate Lab ID: 1615401
Results by AK103
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)Spike Rec (%)RPD (%)CL
Blank Spike (mg/kg)
RPD CL
Spike Duplicate (mg/kg)
QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,
1213158009, 1213158010
Result Result
Residual Range Organics 667 106 667 107 ( 60-120 )(< 20 ) 0.92706712
Surrogates
n-Triacontane-d62 (surr)16.7 104 16.7 98 ( 60-120 ) 6.40
Batch Information
Analytical Batch: XFC15950
Analytical Method: AK103
Instrument: Agilent 7890B F
Analyst: IVM
Prep Batch: XXX44939
Prep Method: SW3550C
Prep Date/Time: 06/10/2021 09:34
Spike Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL
Dupe Init Wt./Vol.: 667 mg/kg Extract Vol: 5 mL
Print Date: 06/16/2021 4:12:13PM
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148
Blank ID: MB for HBN 1820580 [XXX/44940]
Blank Lab ID: 1615450
QC for Samples:
1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008, 1213158009
Matrix: Soil/Solid (dry weight)
Results by 8270D SIM (PAH)
DL UnitsLOQ/CLResultsParameter
Method Blank
1-Methylnaphthalene 25.0 ug/kg6.2512.5U
2-Methylnaphthalene 25.0 ug/kg6.2512.5U
Acenaphthene 25.0 ug/kg6.2512.5U
Acenaphthylene 25.0 ug/kg6.2512.5U
Anthracene 25.0 ug/kg6.2512.5U
Benzo(a)Anthracene 25.0 ug/kg6.2512.5U
Benzo[a]pyrene 25.0 ug/kg6.2512.5U
Benzo[b]Fluoranthene 25.0 ug/kg6.2512.5U
Benzo[g,h,i]perylene 25.0 ug/kg6.2512.5U
Benzo[k]fluoranthene 25.0 ug/kg6.2512.5U
Chrysene 25.0 ug/kg6.2512.5U
Dibenzo[a,h]anthracene 25.0 ug/kg6.2512.5U
Fluoranthene 25.0 ug/kg6.2512.5U
Fluorene 25.0 ug/kg6.2512.5U
Indeno[1,2,3-c,d] pyrene 25.0 ug/kg6.2512.5U
Naphthalene 20.0 ug/kg5.0010.0U
Phenanthrene 25.0 ug/kg6.2512.5U
Pyrene 25.0 ug/kg6.2512.5U
Surrogates
2-Methylnaphthalene-d10 (surr)58-103 %89.5
Fluoranthene-d10 (surr)54-113 %86.9
Batch Information
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Instrument: SVA Agilent 780/5975 GC/MS
Analyst: CDM
Analytical Date/Time: 6/13/2021 12:21:00AM
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 6/10/2021 11:47:26AM
Prep Initial Wt./Vol.: 22.5 g
Prep Extract Vol: 5 mL
Print Date: 06/16/2021 4:12:16PM
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149
Blank Spike ID: LCS for HBN 1213158 [XXX44940]
Blank Spike Lab ID: 1615451
Date Analyzed: 06/13/2021 00:42
Results by 8270D SIM (PAH)
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)CL
Blank Spike (ug/kg)
QC for Samples: 1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,
1213158009
Result
1-Methylnaphthalene 111 93 ( 43-111 )103
2-Methylnaphthalene 111 93 ( 39-114 )103
Acenaphthene 111 94 ( 44-111 )104
Acenaphthylene 111 94 ( 39-116 )105
Anthracene 111 91 ( 50-114 )101
Benzo(a)Anthracene 111 87 ( 54-122 )97.1
Benzo[a]pyrene 111 87 ( 50-125 )96.3
Benzo[b]Fluoranthene 111 90 ( 53-128 )100
Benzo[g,h,i]perylene 111 88 ( 49-127 )97.7
Benzo[k]fluoranthene 111 88 ( 56-123 )97.3
Chrysene 111 90 ( 57-118 )100
Dibenzo[a,h]anthracene 111 90 ( 50-129 )99.9
Fluoranthene 111 91 ( 55-119 )101
Fluorene 111 94 ( 47-114 )104
Indeno[1,2,3-c,d] pyrene 111 89 ( 49-130 )99.3
Naphthalene 111 91 ( 38-111 )101
Phenanthrene 111 91 ( 49-113 )101
Pyrene 111 91 ( 55-117 )101
Surrogates
2-Methylnaphthalene-d10 (surr)111 89 ( 58-103 )
Fluoranthene-d10 (surr)111 87 ( 54-113 )
Batch Information
Analytical Batch: XMS12663
Analytical Method: 8270D SIM (PAH)
Instrument: SVA Agilent 780/5975 GC/MS
Analyst: CDM
Prep Batch: XXX44940
Prep Method: SW3550C
Prep Date/Time: 06/10/2021 11:47
Spike Init Wt./Vol.: 111 ug/kg Extract Vol: 5 mL
Dupe Init Wt./Vol.: Extract Vol:
Print Date: 06/16/2021 4:12:19PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
150
Original Sample ID: 1213158004
MS Sample ID: 1615452 MS
MSD Sample ID: 1615453 MSD
Analysis Date: 06/13/2021 22:47
Analysis Date: 06/13/2021 23:08
Analysis Date: 06/13/2021 23:28
Matrix: Soil/Solid (dry weight)
Results by 8270D SIM (PAH)
Matrix Spike (ug/kg) Spike Duplicate (ug/kg)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158002, 1213158003, 1213158004, 1213158005, 1213158006, 1213158007, 1213158008,
1213158009
Matrix Spike Summary
RPD CLResultResult
1-Methylnaphthalene 118134U 89 120 85 43-111 2.40 (< 20 )104J 102J
2-Methylnaphthalene 118134U 90 120 86 39-114 2.50 (< 20 )106J 103J
Acenaphthene 118134U 87 120 84 44-111 1.00 (< 20 )102J 101J
Acenaphthylene 118134U 91 120 87 39-116 2.40 (< 20 )107J 104J
Anthracene 118134U 86 120 85 50-114 0.71 (< 20 )101J 102J
Benzo(a)Anthracene 118134U 83 120 83 54-122 1.40 (< 20 )97.5J 98.8J
Benzo[a]pyrene 118134U 85 120 82 50-125 2.40 (< 20 )100J 97.7J
Benzo[b]Fluoranthene 118134U 82 120 82 53-128 2.20 (< 20 )96.5J 98.8J
Benzo[g,h,i]perylene 118134U 93 120 84 49-127 8.60 (< 20 )109J 101J
Benzo[k]fluoranthene 118134U 83 120 79 56-123 2.80 (< 20 )97.7J 95.0J
Chrysene 118134U 82 120 82 57-118 0.97 (< 20 )96.8J 97.7J
Dibenzo[a,h]anthracene 118134U 82 120 77 50-129 3.90 (< 20 )96.0J 92.3J
Fluoranthene 118134U 83 120 84 55-119 2.20 (< 20 )98.1J 100J
Fluorene 118134U 93 120 87 47-114 5.20 (< 20 )109J 104J
Indeno[1,2,3-c,d] pyrene 118134U 85 120 78 49-130 6.00 (< 20 )99.5J 93.6J
Naphthalene 118107U 88 120 84 38-111 3.00 (< 20 )103J 100J
Phenanthrene 118134U 85 120 83 49-113 0.43 (< 20 )100J 99.6J
Pyrene 118134U 85 120 85 55-117 1.60 (< 20 )100J 102J
Surrogates
2-Methylnaphthalene-d10 (surr)118 81 120 79 58-103 1.5095.6 94.2
Fluoranthene-d10 (surr)118 80 120 79 54-113 0.1794.4 94.3
Batch Information
Prep Batch: XXX44940
Prep Method: Sonication Extr Soil 8270 PAH SIM 5ml
Prep Date/Time: 6/10/2021 11:47:26AM
Prep Initial Wt./Vol.: 22.97g
Prep Extract Vol: 5.00mL
Analytical Batch: XMS12664
Analytical Method: 8270D SIM (PAH)
Instrument: SVA Agilent 780/5975 GC/MS
Analyst: LAW
Analytical Date/Time: 6/13/2021 11:08:00PM
Print Date: 06/16/2021 4:12:21PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
151
Blank ID: MB for HBN 1820607 [XXX/44941]
Blank Lab ID: 1615510
QC for Samples:
1213158010
Matrix: Soil/Solid (dry weight)
Results by SW8082A
DL UnitsLOQ/CLResultsParameter
Method Blank
Aroclor-1016 50.0 ug/kg12.525.0U
Aroclor-1221 100 ug/kg25.050.0U
Aroclor-1232 50.0 ug/kg12.525.0U
Aroclor-1242 50.0 ug/kg12.525.0U
Aroclor-1248 50.0 ug/kg12.525.0U
Aroclor-1254 50.0 ug/kg12.525.0U
Aroclor-1260 50.0 ug/kg12.525.0U
Surrogates
Decachlorobiphenyl (surr)60-125 %95
Batch Information
Analytical Batch: XGC10893
Analytical Method: SW8082A
Instrument: Agilent 7890B/G3440B ECD Front
Analyst: CDM
Analytical Date/Time: 6/13/2021 4:41:00PM
Prep Batch: XXX44941
Prep Method: SW3550C
Prep Date/Time: 6/11/2021 11:15:19AM
Prep Initial Wt./Vol.: 22.5 g
Prep Extract Vol: 5 mL
Print Date: 06/16/2021 4:12:23PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
152
Blank Spike ID: LCS for HBN 1213158 [XXX44941]
Blank Spike Lab ID: 1615511
Date Analyzed: 06/13/2021 16:54
Results by SW8082A
Blank Spike Summary
Matrix: Soil/Solid (dry weight)
Parameter Spike Rec (%)CL
Blank Spike (ug/kg)
QC for Samples:1213158010
Result
Aroclor-1016 222 64 ( 47-134 )142
Aroclor-1260 222 85 ( 53-140 )189
Surrogates
Decachlorobiphenyl (surr)88.9 95 ( 60-125 )
Batch Information
Analytical Batch: XGC10893
Analytical Method: SW8082A
Instrument: Agilent 7890B/G3440B ECD Front
Analyst: CDM
Prep Batch: XXX44941
Prep Method: SW3550C
Prep Date/Time: 06/11/2021 11:15
Spike Init Wt./Vol.: 222 ug/kg Extract Vol: 5 mL
Dupe Init Wt./Vol.: Extract Vol:
Print Date: 06/16/2021 4:12:25PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
153
Original Sample ID: 1213158010
MS Sample ID: 1615651 MS
MSD Sample ID: 1615652 MSD
Analysis Date: 06/13/2021 17:59
Analysis Date: 06/13/2021 19:42
Analysis Date: 06/13/2021 21:25
Matrix: Soil/Solid (dry weight)
Results by SW8082A
Matrix Spike (ug/kg) Spike Duplicate (ug/kg)
QC for Samples:
Parameter SpikeSample Rec (%)Spike Rec (%)CL RPD (%)
1213158010
Matrix Spike Summary
RPD CLResultResult
Aroclor-1016 245110U 100 246 100 47-134 0.27 (< 30 )245 246
Aroclor-1260 245110U 84 246 84 53-140 0.27 (< 30 )206J 206J
Surrogates
Decachlorobiphenyl (surr)98.0 90 98.2 80 60-125 11.5088.3 78.6
Batch Information
Prep Batch: XXX44941
Prep Method: Sonication Extraction Soil SW8082 PCB
Prep Date/Time: 6/11/2021 11:15:19AM
Prep Initial Wt./Vol.: 22.60g
Prep Extract Vol: 5.00mL
Analytical Batch: XGC10893
Analytical Method: SW8082A
Instrument: Agilent 7890B/G3440B ECD Front
Analyst: CDM
Analytical Date/Time: 6/13/2021 7:42:00PM
Print Date: 06/16/2021 4:12:27PM
Member of SGS Group
SGS North America Inc.200 West Potter Drive Anchorage, AK 95518
t 907.562.2343 f 907.561.5301 www.us.sgs.com
154
155
156
157
e-Sample Receipt Form
If samples received without a temperature blank, the "cooler temperature" will be
documented instead & "COOLER TEMP" will be noted to the right. "ambient" or "chilled" will
be noted if neither is available.
Holding Time / Documentation / Sample Condition Requirements
°C
Yes
@
If <0°C, were sample containers ice free?
N/A
***Note: If sample information on containers differs from COC, SGS will default to COC information.
Yes
Were samples received within holding time?
*If >6°C, were samples collected <8 hours ago?
Were proper containers (type/mass/volume/preservative***)used?
Additional notes (if applicable):
Note to Client: Any "No", answer above indicates non-compliance with standard procedures and may impact data quality.
Do samples match COC** (i.e.,sample IDs,dates/times collected)?
YesWere Trip Blanks (i.e., VOAs, LL-Hg) in cooler with samples?
Were all water VOA vials free of headspace (i.e., bubbles ≤ 6mm)?
N/A
N/A
Note: Refer to form F-083 "Sample Guide" for specific holding times.
Volatile / LL-Hg Requirements
Were all soil VOAs field extracted with MeOH+BFB?Yes
Yes
Were analytical requests clear? (i.e., method is specified for analyses
with multiple option for analysis (Ex: BTEX, Metals)
N/A
Therm. ID:
Yes
**Note: If times differ <1hr, record details & login per COC.
Cooler ID:
Cooler ID:
D45Therm. ID:
°C
Therm. ID:
Cooler ID:
Note: Identify containers received at non-compliant temperature .
Use form FS-0029 if more space is needed.
**Exemption permitted if chilled & collected <8 hours ago, or for samples where chilling is not required
Seward 1 @
N/A
absent
Exceptions Noted below
1.1
Were Custody Seals intact? Note # & location
Cooler ID:
N/A
Chain of Custody / Temperature Requirements
Temperature blank compliant* (i.e., 0-6 °C after CF)?
@
***Exemption permitted for metals (e.g,200.8/6020A).
Therm. ID:
°C
@ Therm. ID:
Cooler ID:
DOD: Were samples received in COC corresponding coolers?
@
Yes °C
N/A
°C
SGS Workorder #:1213158 1213158
Exemption permitted if sampler hand carries/delivers.Yes
Yes
Condition (Yes, No, N/A)Review Criteria
COC accompanied samples?
F102b_SRFpm_20190325158
SGS logo new.gif
Sample Containers and Preservatives
Container Id Preservative Container
Condition
Container Id Container
Condition
Preservative
1213158001-A Methanol field pres. 4 C OK
1213158002-A No Preservative Required OK
1213158002-B Methanol field pres. 4 C OK
1213158003-A No Preservative Required OK
1213158003-B Methanol field pres. 4 C OK
1213158004-A No Preservative Required OK
1213158004-B Methanol field pres. 4 C OK
1213158005-A No Preservative Required OK
1213158005-B Methanol field pres. 4 C OK
1213158006-A No Preservative Required OK
1213158006-B Methanol field pres. 4 C OK
1213158006-C No Preservative Required OK
1213158007-A No Preservative Required OK
1213158007-B Methanol field pres. 4 C OK
1213158008-A No Preservative Required OK
1213158008-B Methanol field pres. 4 C OK
1213158009-A No Preservative Required OK
1213158009-B No Preservative Required OK
1213158009-C Methanol field pres. 4 C OK
1213158010-A No Preservative Required OK
1213158010-B No Preservative Required OK
Container Condition Glossary
Containers for bacteriological, low level mercury and VOA vials are not opened prior to analysis and will be
assigned condition code OK unless evidence indicates than an inappropriate container was submitted.
OK - The container was received at an acceptable pH for the analysis requested.
BU - The container was received with headspace greater than 6mm.
DM - The container was received damaged.
FR - The container was received frozen and not usable for Bacteria or BOD analyses.
IC - The container provided for microbiology analysis was not a laboratory-supplied, pre-sterilized
container and therefore was not suitable for analysis.
NC- The container provided was not preserved or was under-preserved. The method does not allow for
additional preservative added after collection.
PA - The container was received outside of the acceptable pH for the analysis requested. Preservative was
added upon receipt and the container is now at the correct pH. See the Sample Receipt Form for details on
the amount and lot # of the preservative added.
PH - The container was received outside of the acceptable pH for the analysis requested. Preservative was
added upon receipt, but was insufficient to bring the container to the correct pH for the analysis
requested. See the Sample Receipt Form for details on the amount and lot # of the preservative added.
QN - Insufficient sample quantity provided.
6/9/2021
159
160
161
162
e-Sample Receipt Form
If samples received without a temperature blank, the "cooler temperature" will be
documented instead & "COOLER TEMP" will be noted to the right. "ambient" or "chilled" will
be noted if neither is available.
Holding Time / Documentation / Sample Condition Requirements
°C
Yes
@
If <0°C, were sample containers ice free?
N/A
***Note: If sample information on containers differs from COC, SGS will default to COC information.
Yes
Were samples received within holding time?
*If >6°C, were samples collected <8 hours ago?
Were proper containers (type/mass/volume/preservative***)used?
Additional notes (if applicable):
Note to Client: Any "No", answer above indicates non-compliance with standard procedures and may impact data quality.
Do samples match COC** (i.e.,sample IDs,dates/times collected)?
YesWere Trip Blanks (i.e., VOAs, LL-Hg) in cooler with samples?
Were all water VOA vials free of headspace (i.e., bubbles ≤ 6mm)?
N/A
N/A
Note: Refer to form F-083 "Sample Guide" for specific holding times.
Volatile / LL-Hg Requirements
Were all soil VOAs field extracted with MeOH+BFB?Yes
Yes
Were analytical requests clear? (i.e., method is specified for analyses
with multiple option for analysis (Ex: BTEX, Metals)
N/A
Therm. ID:
Yes
**Note: If times differ <1hr, record details & login per COC.
Cooler ID:
Cooler ID:
D45Therm. ID:
°C
Therm. ID:
Cooler ID:
Note: Identify containers received at non-compliant temperature .
Use form FS-0029 if more space is needed.
**Exemption permitted if chilled & collected <8 hours ago, or for samples where chilling is not required
Seward 1 @
N/A
absent
Exceptions Noted below
1.1
Were Custody Seals intact? Note # & location
Cooler ID:
N/A
Chain of Custody / Temperature Requirements
Temperature blank compliant* (i.e., 0-6 °C after CF)?
@
***Exemption permitted for metals (e.g,200.8/6020A).
Therm. ID:
°C
@ Therm. ID:
Cooler ID:
DOD: Were samples received in COC corresponding coolers?
@
Yes °C
N/A
°C
SGS Workorder #:1213158 1213158
Exemption permitted if sampler hand carries/delivers.Yes
Yes
Condition (Yes, No, N/A)Review Criteria
COC accompanied samples?
F102b_SRFpm_20190325163
SGS logo new.gif
Sample Containers and Preservatives
Container Id Preservative Container
Condition
Container Id Container
Condition
Preservative
1213158001-A Methanol field pres. 4 C OK
1213158002-A No Preservative Required OK
1213158002-B Methanol field pres. 4 C OK
1213158003-A No Preservative Required OK
1213158003-B Methanol field pres. 4 C OK
1213158004-A No Preservative Required OK
1213158004-B Methanol field pres. 4 C OK
1213158005-A No Preservative Required OK
1213158005-B Methanol field pres. 4 C OK
1213158006-A No Preservative Required OK
1213158006-B Methanol field pres. 4 C OK
1213158006-C No Preservative Required OK
1213158007-A No Preservative Required OK
1213158007-B Methanol field pres. 4 C OK
1213158008-A No Preservative Required OK
1213158008-B Methanol field pres. 4 C OK
1213158009-A No Preservative Required OK
1213158009-B No Preservative Required OK
1213158009-C Methanol field pres. 4 C OK
1213158010-A No Preservative Required OK
1213158010-B No Preservative Required OK
Container Condition Glossary
Containers for bacteriological, low level mercury and VOA vials are not opened prior to analysis and will be
assigned condition code OK unless evidence indicates than an inappropriate container was submitted.
OK - The container was received at an acceptable pH for the analysis requested.
BU - The container was received with headspace greater than 6mm.
DM - The container was received damaged.
FR - The container was received frozen and not usable for Bacteria or BOD analyses.
IC - The container provided for microbiology analysis was not a laboratory-supplied, pre-sterilized
container and therefore was not suitable for analysis.
NC- The container provided was not preserved or was under-preserved. The method does not allow for
additional preservative added after collection.
PA - The container was received outside of the acceptable pH for the analysis requested. Preservative was
added upon receipt and the container is now at the correct pH. See the Sample Receipt Form for details on
the amount and lot # of the preservative added.
PH - The container was received outside of the acceptable pH for the analysis requested. Preservative was
added upon receipt, but was insufficient to bring the container to the correct pH for the analysis
requested. See the Sample Receipt Form for details on the amount and lot # of the preservative added.
QN - Insufficient sample quantity provided.
6/9/2021
164
Sample Confirmation
This login has not yet been reviewed
Chuck HomesteadPM:
QC2DVACode:
CF-Seward1213158
Kasteler Consulting, Inc. (KCI)KASTCONClient:
Workorder:
6/9/2021 15:56Received:
Due:6/14/21
Profile:362150 Qt365226 Open Todd Kasteler JNJT...FDR.1RN0C3.N1.05.7U....Flags:
Reports To Todd Kasteler
Kasteler Consulting, Inc.
Bill To:Kasteler Consulting, Inc. (KCI)
Collect:Loc ID:Matx:Sample ID:HSN:
1213158001 21SW-TB-01 6/5/2021 8:00 Soil/Solid
Aux Data:8260 VOC (S)
AK101/8021 GRO/BTEX (S)
1213158002 21SW-01-SO 6/5/2021 10:17 Soil/Solid
Aux Data:2540G Percent Total Solids
8021 BTEX (S)
8260 VOC (S)
8270-SIM PAH (S)
AK102/103 DRO/RRO (S)
1213158003 21SW-02-SO 6/5/2021 10:47 Soil/Solid
Aux Data:2540G Percent Total Solids
3050A Metals Digestion (S)
6020 Total RCRA Metals (S)
8021 BTEX (S)
8260 VOC (S)
8270-SIM PAH (S)
AK102/103 DRO/RRO (S)
1213158004 21SW-03-SO 6/5/2021 10:51 Soil/Solid
Aux Data:2540G Percent Total Solids
8021 BTEX (S)
8260 VOC (S)
8270-SIM PAH (S)
AK102/103 DRO/RRO (S)
1213158005 21SW-04-SO 6/5/2021 17:22 Soil/Solid
Aux Data:2540G Percent Total Solids
8021 BTEX (S)
8260 VOC (S)
8270-SIM PAH (S)
AK102/103 DRO/RRO (S)
1213158006 21SW-05-SO 6/5/2021 18:15 Soil/Solid
Aux Data:2540G Percent Total Solids
8021 BTEX (S)
8260 VOC (S)
8270-SIM PAH (S)
AK102/103 DRO/RRO (S)
106/09/2021
165
Sample Confirmation
This login has not yet been reviewed
Collect:Loc ID:Matx:Sample ID:HSN:
1213158007 21SW-07-SO 6/5/2021 19:34 Soil/Solid
Aux Data:2540G Percent Total Solids
3050A Metals Digestion (S)
6020 Total RCRA Metals (S)
8260 VOC (S)
8270-SIM PAH (S)
AK101/8021 GRO/BTEX (S)
AK102/103 DRO/RRO (S)
1213158008 21SW-08-SO 6/5/2021 19:35 Soil/Solid
Aux Data:2540G Percent Total Solids
3050A Metals Digestion (S)
6020 Total RCRA Metals (S)
8260 VOC (S)
8270-SIM PAH (S)
AK101/8021 GRO/BTEX (S)
AK102/103 DRO/RRO (S)
1213158009 21SW-09-SO 6/5/2021 19:21 Soil/Solid
Aux Data:2540G Percent Total Solids
3050A Metals Digestion (S)
6020 Total RCRA Metals (S)
8260 VOC (S)
8270-SIM PAH (S)
AK101/8021 GRO/BTEX (S)
AK102/103 DRO/RRO (S)
1213158010 21SW-10-SO 6/5/2021 19:45 Soil/Solid
Aux Data:2540G Percent Total Solids
8082 PCBs (S)
AK102/103 DRO/RRO (S)
TCLP 1311/6020 Metal Digestion
TCLP 6020 RCRA Metals (S)
TCLP Extraction, Metals
206/09/2021 166
- Page Intentionally Left Blank -
167
APPENDIX D
CHEMICAL DATA REVIEW AND ADEC CHECKLIST
168
CF-Seward SDG 1213158
1
Reviewer: Birgit Hagedorn, PhD
Title: CEO
Company Sustainable Earth Research LLC
Address: 2200 Alder Drive
Anchorage, AK 99508
Phone: 907.351.5362
email: birgit.hagedorn@searchlc.com
Workorder: 1213158
Date: 06/17/2021
Project Title Coldfoot Seward
Client Kasteler Consulting, Inc
10351 Kew Court
Anchorage, Ak 99507
The level 2 chemical review provided with this document consists of a review narrative, summary tables of
methods, result tables with qualifier, and the ADEC Data Review Checklist.
08/18/2021
Birgit Hagedorn Date
169
CF-Seward SDG 1213158
2
DATA QUALITY REVIEW
INTRODUCTION
The samples were analyzed by SGS North America Inc. (Anchorage) which is an ADEC accepted laboratory.
Sample analysis was performed for gasoline range organics (GRO) method AK101/8021 combo (S) field
extracted, BTEX prepped by AK101 field extracted, diesel range organics (DRO) method AK102, Residual
Range Organics (RRO) AK 103, volatile organic compounds (VOCs) method 8260D (S) field extracted, PAHs
method 8270D SIM semi volatiles GC/MS, Metals SW6020B, Metals SW6020B TCLP, PCBs method SW8082
and percent solids by SM21 2540G. All soil data were reported on a dry basis except for metal TCLP analyses
in waste sample which was reported in ug/L.
The data were reviewed based on a level 2 laboratory report provided by the laboratory and follows the
requirements of ADEC Laboratory Checklist (ADEC 2020). A completed checklist of the data can be found in
the appendix of the laboratory report. Cleanup levels refer to 18 AAC 75 Oil and Other Hazardous Substances
Pollution Control, dated October 2018, Table B1, Method TWO migration to groundwater (MGW) and for the
waste sample regulatory limits from 40 CFR §261.24 toxic characteristic were applied.
SUMMARY
The analytical report was delivered under work order 1213158, Client Project “–CF-Seward”. Ten soil samples
were listed on the workorder including one trip blank and one field duplicate. Detection limits (DL), and Limit of
Quantitation (LOQs), recoveries and relative percent deviations (RPD) are listed for all analytes as required.
Laboratory specific qualifiers were added by the laboratory: “J” (result is an estimate) was applied when
positive results were above DL but below LOQ, and “U” (analyte is non-detect) was applied when results were
below DL. Quality control (QC) samples such as Laboratory Control Sample (LCS) and Laboratory Control
Sample Duplicate (LCSD), and Method Blank (MB) were analyzed at the required frequency to evaluate
analytical integrity. One non-project specific Matrix Spike (MS) and Matrix Spike Duplicate (MSD) sample was
analyzed by the laboratory to document analytical precision. A case narrative was submitted together with
laboratory results. The case narrative indicates QC failures for surrogate recovery in one field extract (21SW-
02-SO), elevated LOQs for PAH analyses in samples 21SW-03-SO and 21SW-10-CO and surrogate 5a-
androstane recovery outside QC limits for sample 21SW-10-CO due to dilution. Effects on data usability and
qualifier are discussed in the narrative. The analytes benzene, ethylbenzene, naphthalene, o-xylene, p&m-
xylene, toluene and total xylenes were analyzed by different methods and sample 21SW-09-SO had positive
detects of these analytes. Following ADEC guidelines the highest results should be used for data evaluation
and are highlighted in the data tables. High surrogate recovery was detected for DRO in sample 21SW-10-CO
due to sample dilution. The results are biased high, but concentrations were 10x above cleanup level and
therefore data usability is not affected. Method blank was above ½ LOQ for GRO and DRO no qualifier was
applied because analyte concentration in the blank was less than 1/10th of the cleanup level, data usability is
not affected. Surrogate recovery for 4-bromofluorobenzene (4-BFB) is below 10% in sample 21SW-02-SO all
non-detect VOC analytes were rejected in this sample. Number of rejected results (68) compared to total
number of analytes that were measured for the project (888) indicates that workorder is 92% completed.
Table 1. Sample Overview
Method
Client Sample Id: Lab Sample Id: Matrix Percent
Solids PAHs GRO
BTEX BETX DRO
/RRO VOCs Metals
RCRA
Metals
TCLP PCBs
21SW-TB-01 1213158001 Soil -- -- AK101/
8021 -- -- SW8260
D (S)
-- -- --
21SW-01-SO 1213158002 Soil SM21
2540G
8270
D SIM -- BTEX
8021
AK102/
AK103
SW8260
D (S)
-- -- SW808
2A
170
CF-Seward SDG 1213158
3
21SW-02-SO 1213158003 Soil SM21
2540G
8270
D SIM
-- BTEX
8021
AK102/
AK103
SW8260
D (S)
SW6020
B
-- --
21SW-03-SO 1213158004 Soil SM21
2540G
8270
D SIM
-- BTEX
8021
AK102/
AK103
SW8260
D (S)
-- -- --
21SW-04-SO 1213158005 Soil SM21
2540G
8270
D SIM
-- BTEX
8021
AK102/
AK103
SW8260
D (S)
-- -- --
21SW-05-SO 1213158006 Soil SM21
2540G
8270
D SIM
-- BTEX
8021
AK102/
AK103
SW8260
D (S)
-- -- --
21SW-07-SO 1213158007 Soil SM21
2540G
8270
D SIM
AK101/
8021
-- AK102/
AK103
SW8260
D (S)
SW6020
B
-- --
21SW-08-SO 1213158008 Soil SM21
2540G
8270
D SIM
AK101/
8021
-- AK102/
AK103
SW8260
D (S
SW6020
B
-- --
21SW-09-SO 1213158009 Soil SM21
2540G
8270
D SIM
AK101/
8021
-- AK102/
AK103
SW8260
D (S
SW6020
B
-- --
21SW-10-CO 12131580010 Waste SM21
2540G
6020
B
TCLP
--
-- AK102/
AK103
-- -- SW6020
B TCLP
SW808
2A
DATA QUALIFIER
The following qualifier have been assigned to samples in addition to the laboratory qualifiers:
E The analyte is non-detect and ½ LOQ is above cleanup level for migration to groundwater, therefore the presence
of this analyte above cleanup level cannot be verified.
B The analyte was detected in the Method Blank or Trip Blank.
R Result is rejected.
QH The analyte has a positive result and is biased high.
QL The analyte has a non-detect or positive result and is biased low.
QN The analyte had RPD outside the QC limits.
FIELD SAMPLE REVIEW
Sample handling, shipping, and receiving: All samples were listed on the COC and delivered with temperatures
below 6 °C.
Holding times: All holding times were met for initial extractions and analysis.
Sample reporting: All soils were reported on a dry weight basis except for TCLP metals was reported as mg/L.
Cleanup level: cleanup levels following 18AAC 75, October 2018 Table B1. Method Two, Migration to
Groundwater were used for evaluation of all samples except for TCLP waste sample where regulated limits by
40 CFR § 261.24 - Toxicity characteristic were used.
Sensitivity LOQs
• VOCs: Analytes 1,2,3-Trichloropropane, 1,2-Dibromoethane and Dibromochloromethane had ½ LOQs
above cleanup levels for all samples including the trip blank. Qualifier E was applied to all samples with
non-detect indicating that it cannot be evaluated if the analytes exceed cleanup level.
• PAHs: Sample 21SW-02-SOhad high LOQs due to sample dilution, this only affected analytes
naphthalene. Qualifier E was applied because it cannot be evaluated if sample has concentration above
cleanup levels indicating that
Surrogates:
• VOC: Surrogate 4-BFB was below 10% for sample 21SW-02-SO for VOC analyses. Sample was analyzed
twice by the laboratory and low surrogate was confirmed. All non-detect (ND) analytes (68) were rejected
(‘R’), indicating that results cannot be used to evaluate contamination in the sample.
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• DRO: Surrogate recovery for 5a-androsine was above QC criteria due to matrix interference. Qualifier QH
was applied to result indicating that result is an estimate biased high. Data usability is not affected because
the result was more than 10x above cleanup level.
QC SAMPLE REVIEW
Method blanks:
• VOCs: All analytes were non-detect (ND). 1,2,3-Trichloropropane and 1,2-Dibromoethane had ½ LOQs
above cleanup level.
• GRO: Analyte was estimated concentration of 1.33J mg/Kg in the method blank that was associated
with all samples. Qualifier was not applied because concentration was less than 1/10th of cleanup level,
data usability is not affected.
• DRO Analyte was estimated concentration of 7.65J mg/Kg in the method blank that was associated
with all samples. Qualifier was not applied because concentration was less than 1/10th of cleanup level,
data usability is not affected.
Trip Blank:
• VOC: positive detects were recorded for benzene, Ethylbenzene, o-xylene, p&m-xylene, and toluene .
Qualifier B was applied to all analytes and samples were detected concentration was more than 1/10th
of cleanup level of highest sample concentration whichever was greater. This applied to sample 21SW-
09-SO analytes benzene, ethylbenzene, o-xylene, and p&m-xylene, indicating that results may be
biased high due to cross contamination.
• GRO: positive results were detected in trip blank indicating potential cross contamination. No qualifier
was applied because concentration was less than 1/10th of cleanup level, data usability is not affected.
• Laboratory Blank (LBl) had concentration above ½ LOQ for Barium TCLP (0.077 mg/L). No qualifier
was attached because blank concentration was below 1/10th of cleanup level, data usability is not
affected.
Equipment blank:
No equipment blank was submitted to the laboratory.
LCS/LCSD recoveries and RPD:
All LCS and LSCD recoveries were within QC limits.
MS/MSD recoveries and RPD:
MS/MSD was nor required for this project. Sample 1213158004 was used by the laboratory as MS/MSD
sample and replaced LCSD for methods 8270D SIM (PAH), SW8260D VOCs and SW8082A PCBs. All
analyses were within QC limits.
Field Duplicates:
Sample 21SW-07-SO and 21SF-08-SO, all duplicates were within QC limits. No duplicate sample was
collected for TCLP analyses.
METHOD COMPARISON
The analytes benzene, ethylbenzene, naphthalene, o-xylene, p&m-xylene, toluene and total xylenes were
analyzed by different methods SW8260D VOCs, SW8021B BETX, and SW8270D PAH SIM. Sample 21SW-
09-SO had positive detects of these analytes. Following ADEC guidelines the highest results should be used
for data evaluation; these results are highlighted in the data tables.
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CONCLUSION
There were several QC failures in this workorder which led to application of validation qualifier.
Some VOC analytes were reported with ½ LOQ above cleanup levels in samples, method blank and trip blanks
and were flagged with E, indicating that it cannot be evaluated if these analytes were above cleanup level.
Method blank had concentrations above ½ LOQ for GRO, DRO and barium (TCLP). Data usability was not
affected because all blank concentrations were less than 1/10th below cleanup level. Trip blank had positive
detects above ½ LOQ for some VOC analytes. Qualifier B was applied to benzene and ethylbenzene for
positive detects in sample 21SW-09-SO because blank concentration was above 1/10th of cleanup level and to
o-xylene and p&m-xylene because blank concentration was more then 1/10th of detected level in sample.
Data usability may not be affected because all sample results were still below cleanup level. Surrogate
recovery below 10% in sample 21SW-02-SO lead to reject (R )all non-detected results (68), indicating that
these results are not usable to evaluate contamination in this sample. Number of rejected results compared to
total number of analytes that were measured for the project (888) indicates that workorder is 92% completed.
ABBREVIATIONS
ADEC Alaska Department of environmental conservations
COC Chain of Custody
DRO Diesel range organics
DL Detection limit
GRO Gasoline range organics
LCS/LCSD Laboratory control sample
LCSD Laboratory control sample duplicate
LOD Limit of detection (1/2 LOQ)
LOQ Limit of Quantitation
MS/MSD Matrix spike/Matrix spike duplicate
MGW Migration to Groundwater
QC Quality control
PAH Polynuclear aromatic hydrocarbon
RPD Relative Percent Deviation
SIM Single ion monitoring
VOC Volatile organic compounds
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APPENDIX
Table A1 Results of PAH analysis in soil samples, c leanup levels refer to 18 AAC 75 Oil and Other Hazardous Substances Pollution
Control, dated October 2018, Table B1, Method TWO migration to groundwater (MTGW). Numbers in bold are above cleanup level
Sample ID 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO 21SW-05-SO
Lab ID 1213158002 1213158003 1213158004 1213158005 1213158006
Analyte Methods Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 93.6 59.5 92.6 93.4 95.9
1-Methylnaphthalene 8270D SIM (PAH) µg/kg 410 138 13.3 123 207 J ND 133.5 ND 13.15 ND 12.85
2-Methylnaphthalene 8270D SIM (PAH) µg/kg 1300 138 13.3 138 207 J ND 133.5 ND 13.15 ND 12.85
Acenaphthene 8270D SIM (PAH) µg/kg 37000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Acenaphthylene 8270D SIM (PAH) µg/kg 18000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Anthracene 8270D SIM (PAH) µg/kg 390000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Benzo(a)Anthracene 8270D SIM (PAH) µg/kg 700 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Benzo[a]pyrene 8270D SIM (PAH) µg/kg 1900 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Benzo[b]Fluoranthene 8270D SIM (PAH) µg/kg 20000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Benzo[g,h,i]perylene 8270D SIM (PAH) µg/kg 15000000 6.98 13.3 J ND 207 ND 133.5 ND 13.15 ND 12.85
Benzo[k]fluoranthene 8270D SIM (PAH) µg/kg 190000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Chrysene 8270D SIM (PAH) µg/kg 600000 ND 13.3 158 207 J ND 133.5 ND 13.15 ND 12.85
Dibenzo[a,h]anthracene 8270D SIM (PAH) µg/kg 6300 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Fluoranthene 8270D SIM (PAH) µg/kg 590000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Fluorene 8270D SIM (PAH) µg/kg 36000 44.9 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Indeno[1,2,3-c,d] pyrene 8270D SIM (PAH) µg/kg 65000 ND 13.3 ND 207 ND 133.5 ND 13.15 ND 12.85
Naphthalene 8270D SIM (PAH) µg/kg 38 16.3 10.65 J ND 165.5 E ND 106.5 ND 10.55 ND 10.3
Phenanthrene 8270D SIM (PAH) µg/kg 39000 88.3 13.3 122 207 J ND 133.5 ND 13.15 ND 12.85
Pyrene 8270D SIM (PAH) µg/kg 87000 22.4 13.3 J 148 207 J ND 133.5 ND 13.15 ND 12.85
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Table A1 continued
Sample ID 21SW-07-SO 21SW-08-SO 21SW-09-SO
Lab ID 1213158007 1213158008 1213158009
Analyte Methos Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 94.3 94.5 88.4
1-Methylnaphthalene 8270D SIM (PAH) µg/kg 410 ND 13.15 ND 13.2 141 14.05
2-Methylnaphthalene 8270D SIM (PAH) µg/kg 1300 ND 13.15 ND 13.2 175 14.05
Acenaphthene 8270D SIM (PAH) µg/kg 37000 ND 13.15 ND 13.2 29.8 14.05
Acenaphthylene 8270D SIM (PAH) µg/kg 18000 ND 13.15 ND 13.2 101 14.05
Anthracene 8270D SIM (PAH) µg/kg 390000 ND 13.15 ND 13.2 220 14.05
Benzo(a)Anthracene 8270D SIM (PAH) µg/kg 700 ND 13.15 ND 13.2 359 14.05
Benzo[a]pyrene 8270D SIM (PAH) µg/kg 1900 ND 13.15 ND 13.2 330 14.05
Benzo[b]Fluoranthene 8270D SIM (PAH) µg/kg 20000 ND 13.15 ND 13.2 469 14.05
Benzo[g,h,i]perylene 8270D SIM (PAH) µg/kg 15000000 ND 13.15 ND 13.2 236 14.05
Benzo[k]fluoranthene 8270D SIM (PAH) µg/kg 190000 ND 13.15 ND 13.2 184 14.05
Chrysene 8270D SIM (PAH) µg/kg 600000 ND 13.15 ND 13.2 345 14.05
Dibenzo[a,h]anthracene 8270D SIM (PAH) µg/kg 6300 ND 13.15 ND 13.2 62.2 14.05
Fluoranthene 8270D SIM (PAH) µg/kg 590000 7.49 13.15 J ND 13.2 1020 70.5
Fluorene 8270D SIM (PAH) µg/kg 36000 ND 13.15 ND 13.2 167 14.05
Indeno[1,2,3-c,d] pyrene 8270D SIM (PAH) µg/kg 65000 ND 13.15 ND 13.2 228 14.05
Naphthalene 8270D SIM (PAH) µg/kg 38 ND 10.55 ND 10.55 132 11.25
Phenanthrene 8270D SIM (PAH) µg/kg 39000 7.91 13.15 J ND 13.2 1000 70.5
Pyrene 8270D SIM (PAH) µg/kg 87000 10.1 13.15 J ND 13.2 705 70.5
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Table A2 Results of VOC analysis (SW8260D) in soil samples, cleanup levels refer to 18 AAC 75 Oil and Other Hazardous Substances
Pollution Control, dated October 2018, Table B1, Method TWO migration to groundwater (MTGW). Numbers in bold are above cleanup
level.
Sample ID 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO 21SW-05-SO
Lab ID 1213158002 1213158003 1213158004 1213158005 1213158006
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 93.6 0 59.5 0 92.6 0 93.4 0 95.9 0
1,1,1,2-Tetrachloroethane SW8260D µg/kg 22 ND 7.25 ND 36.3 E ND 7.8 ND 7.65 ND 7.05
1,1,1-Trichloroethane SW8260D µg/kg 32000 ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
1,1,2,2-Tetrachloroethane SW8260D µg/kg 3 ND 0.725 ND 3.63 E ND 0.78 ND 0.765 ND 0.705
1,1,2-Trichloroethane SW8260D µg/kg 1.4 ND 0.2895 ND 1.45 E ND 0.312 ND 0.305 ND 0.2825
1,1-Dichloroethane SW8260D µg/kg 92 ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
1,1-Dichloroethene SW8260D µg/kg 1200 ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
1,1-Dichloropropene SW8260D µg/kg ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
1,2,3-Trichlorobenzene SW8260D µg/kg 150 ND 18.1 ND 90.5 ND 19.5 ND 19.05 ND 17.65
1,2,3-Trichloropropane SW8260D µg/kg 0.031 ND 0.725 E ND 3.63 E ND 0.78 E ND 0.765 E ND 0.705 E
1,2,4-Trichlorobenzene SW8260D µg/kg 82 ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
1,2,4-Trimethylbenzene SW8260D µg/kg 610 ND 18.1 ND 90.5 ND 19.5 ND 19.05 ND 17.65
1,2-Dibromo-3-chloropropane SW8260D µg/kg ND 36.2 ND 181.5 ND 39 ND 38.15 ND 35.35
1,2-Dibromoethane SW8260D µg/kg 0.24 ND 0.362 E ND 1.815 R ND 0.39 E ND 0.3815 E ND 0.3535 E
1,2-Dichlorobenzene SW8260D µg/kg 2400 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
1,2-Dichloroethane SW8260D µg/kg 5.5 ND 0.725 ND 3.63 R ND 0.78 ND 0.765 ND 0.705
1,2-Dichloropropane SW8260D µg/kg 30 ND 3.62 ND 18.15 R ND 3.9 ND 3.815 ND 3.535
1,3,5-Trimethylbenzene SW8260D µg/kg 660 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
1,3-Dichlorobenzene SW8260D µg/kg 2300 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
1,3-Dichloropropane SW8260D µg/kg ND 3.62 ND 18.15 R ND 3.9 ND 3.815 ND 3.535
1,4-Dichlorobenzene SW8260D µg/kg 37 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
2,2-Dichloropropane SW8260D µg/kg ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
2-Butanone (MEK) SW8260D µg/kg 15000 ND 90.5 ND 453.5 R ND 97.5 ND 95.5 ND 88.5
2-Chlorotoluene SW8260D µg/kg ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
2-Hexanone SW8260D µg/kg 110 ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
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Sample ID 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO 21SW-05-SO
Lab ID 1213158002 1213158003 1213158004 1213158005 1213158006
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
4-Chlorotoluene SW8260D µg/kg ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
4-Isopropyltoluene SW8260D µg/kg ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
4-Methyl-2-pentanone (MIBK) SW8260D µg/kg 18000 ND 90.5 ND 453.5 R ND 97.5 ND 95.5 ND 88.5
Acetone SW8260D µg/kg 38000 ND 90.5 ND 453.5 R ND 97.5 ND 95.5 ND 88.5
Benzene SW8260D µg/kg 22 ND 4.525 ND 22.7 R ND 4.875 ND 4.77 ND 4.415
Bromobenzene SW8260D µg/kg 360 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Bromochloromethane SW8260D µg/kg ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Bromodichloromethane SW8260D µg/kg 4.3 ND 0.725 ND 3.63 R ND 0.78 ND 0.765 ND 0.705
Bromoform SW8260D µg/kg 100 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Bromomethane SW8260D µg/kg 24 ND 7.25 ND 36.3 R ND 7.8 ND 7.65 ND 7.05
Carbon disulfide SW8260D µg/kg 2900 ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
Carbon tetrachloride SW8260D µg/kg 21 ND 4.525 ND 22.7 R ND 4.875 ND 4.77 ND 4.415
Chlorobenzene SW8260D µg/kg 460 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Chloroethane SW8260D µg/kg 72000 ND 72.5 ND 363 R ND 78 ND 76.5 ND 70.5
Chloroform SW8260D µg/kg 7.1 ND 1.45 ND 7.25 R ND 1.56 ND 1.525 ND 1.415
Chloromethane SW8260D µg/kg 610 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
cis-1,2-Dichloroethene SW8260D µg/kg 120 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
cis-1,3-Dichloropropene SW8260D µg/kg 18 ND 4.525 ND 22.7 R ND 4.875 ND 4.77 ND 4.415
Dibromochloromethane SW8260D µg/kg 2.7 ND 1.81 ND 9.05 R ND 1.95 ND 1.905 ND 1.765
Dibromomethane SW8260D µg/kg 25 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Dichlorodifluoromethane SW8260D µg/kg 3900 ND 18.1 ND 90.5 R ND 19.5 ND 19.05 ND 17.65
Ethylbenzene SW8260D µg/kg 130 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Freon-113 SW8260D µg/kg 310000 ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
Hexachlorobutadiene SW8260D µg/kg 20 ND 7.25 ND 36.3 R ND 7.8 ND 7.65 ND 7.05
Isopropylbenzene (Cumene) SW8260D µg/kg 5600 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Methylene chloride SW8260D µg/kg 330 ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
Methyl-t-butyl ether SW8260D µg/kg 400 ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
Naphthalene SW8260D µg/kg 38 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
n-Butylbenzene SW8260D µg/kg 23000 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
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Sample ID 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO 21SW-05-SO
Lab ID 1213158002 1213158003 1213158004 1213158005 1213158006
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
n-Propylbenzene SW8260D µg/kg 9100 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
o-Xylene SW8260D µg/kg ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
P & M -Xylene SW8260D µg/kg ND 18.1 ND 90.5 R ND 19.5 ND 19.05 ND 17.65
sec-Butylbenzene SW8260D µg/kg 42000 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Styrene SW8260D µg/kg 10000 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
tert-Butylbenzene SW8260D µg/kg 11000 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
Tetrachloroethene SW8260D µg/kg 190 ND 4.525 ND 22.7 R ND 4.875 ND 4.77 ND 4.415
Toluene SW8260D µg/kg 6700 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
trans-1,2-Dichloroethene SW8260D µg/kg 1300 ND 9.05 ND 45.35 R ND 9.75 ND 9.55 ND 8.85
trans-1,3-Dichloropropene SW8260D µg/kg 18 ND 4.525 ND 22.7 R ND 4.875 ND 4.77 ND 4.415
Trichloroethene SW8260D µg/kg 11 ND 1.81 ND 9.05 R ND 1.95 ND 1.905 ND 1.765
Trichlorofluoromethane SW8260D µg/kg 41000 ND 18.1 ND 90.5 R ND 19.5 ND 19.05 ND 17.65
Vinyl acetate SW8260D µg/kg 1100 ND 36.2 ND 181.5 R ND 39 ND 38.15 ND 35.35
Vinyl chloride SW8260D µg/kg 0.8 ND 0.2895 ND 1.45 R ND 0.312 ND 0.305 ND 0.2825
Xylenes (total) SW8260D µg/kg 1500 ND 27.15 ND 136 R ND 29.25 ND 28.6 ND 26.5
Table A2 continued.
Sample ID 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-TB-01
Lab ID 1213158007 1213158008 1213158009 1213158001
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 94.3 0 94.5 0 88.4 0
1,1,1,2-Tetrachloroethane SW8260D µg/kg 22 ND 7.9 ND 17.1 ND 12.2 ND 10.1
1,1,1-Trichloroethane SW8260D µg/kg 32000 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,1,2,2-Tetrachloroethane SW8260D µg/kg 3 ND 0.79 ND 1.71 ND 1.22 ND 1.01
1,1,2-Trichloroethane SW8260D µg/kg 1.4 ND 0.3165 ND 0.685 ND 0.489 ND 0.404
1,1-Dichloroethane SW8260D µg/kg 92 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,1-Dichloroethene SW8260D µg/kg 1200 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,1-Dichloropropene SW8260D µg/kg ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,2,3-Trichlorobenzene SW8260D µg/kg 150 ND 19.75 ND 42.8 ND 30.55 ND 25.25
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Sample ID 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-TB-01
Lab ID 1213158007 1213158008 1213158009 1213158001
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
1,2,3-Trichloropropane SW8260D µg/kg 0.031 ND 0.79 E ND 1.71 E ND 1.22 E ND 1.01 E
1,2,4-Trichlorobenzene SW8260D µg/kg 82 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,2,4-Trimethylbenzene SW8260D µg/kg 610 ND 19.75 ND 42.8 40 30.55 J ND 25.25
1,2-Dibromo-3-chloropropane SW8260D µg/kg ND 39.55 ND 85.5 ND 61 ND 50.5
1,2-Dibromoethane SW8260D µg/kg 0.24 ND 0.3955 E ND 0.855 E ND 0.61 E ND 0.505 E
1,2-Dichlorobenzene SW8260D µg/kg 2400 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,2-Dichloroethane SW8260D µg/kg 5.5 ND 0.79 ND 1.71 ND 1.22 ND 1.01
1,2-Dichloropropane SW8260D µg/kg 30 ND 3.955 ND 8.55 ND 6.1 ND 5.05
1,3,5-Trimethylbenzene SW8260D µg/kg 660 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,3-Dichlorobenzene SW8260D µg/kg 2300 ND 9.9 ND 21.4 ND 15.3 ND 12.6
1,3-Dichloropropane SW8260D µg/kg ND 3.955 ND 8.55 ND 6.1 ND 5.05
1,4-Dichlorobenzene SW8260D µg/kg 37 ND 9.9 ND 21.4 ND 15.3 ND 12.6
2,2-Dichloropropane SW8260D µg/kg ND 9.9 ND 21.4 ND 15.3 ND 12.6
2-Butanone (MEK) SW8260D µg/kg 15000 ND 99 ND 214 ND 153 ND 126
2-Chlorotoluene SW8260D µg/kg ND 9.9 ND 21.4 ND 15.3 ND 12.6
2-Hexanone SW8260D µg/kg 110 ND 39.55 ND 85.5 ND 61 ND 50.5
4-Chlorotoluene SW8260D µg/kg ND 9.9 ND 21.4 ND 15.3 ND 12.6
4-Isopropyltoluene SW8260D µg/kg ND 39.55 ND 85.5 ND 61 ND 50.5
4-Methyl-2-pentanone (MIBK) SW8260D µg/kg 18000 ND 99 ND 214 ND 153 ND 126
Acetone SW8260D µg/kg 38000 ND 99 ND 214 111 153 J ND 126
Benzene SW8260D µg/kg 22 ND 4.94 ND 10.7 6.42 7.65 J,B 15.4 6.3
Bromobenzene SW8260D µg/kg 360 ND 9.9 ND 21.4 ND 15.3 ND 12.6
Bromochloromethane SW8260D µg/kg ND 9.9 ND 21.4 ND 15.3 ND 12.6
Bromodichloromethane SW8260D µg/kg 4.3 ND 0.79 ND 1.71 ND 1.22 ND 1.01
Bromoform SW8260D µg/kg 100 ND 9.9 ND 21.4 ND 15.3 ND 12.6
Bromomethane SW8260D µg/kg 24 ND 7.9 ND 17.1 ND 12.2 ND 10.1
Carbon disulfide SW8260D µg/kg 2900 ND 39.55 ND 85.5 ND 61 ND 50.5
Carbon tetrachloride SW8260D µg/kg 21 ND 4.94 ND 10.7 ND 7.65 ND 6.3
Chlorobenzene SW8260D µg/kg 460 ND 9.9 ND 21.4 ND 15.3 ND 12.6
179
CF-Seward SDG 1213158
12
Sample ID 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-TB-01
Lab ID 1213158007 1213158008 1213158009 1213158001
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Chloroethane SW8260D µg/kg 72000 ND 79 ND 171 ND 122 ND 101
Chloroform SW8260D µg/kg 7.1 ND 1.58 ND 3.425 ND 2.445 ND 2.02
Chloromethane SW8260D µg/kg 610 ND 9.9 ND 21.4 ND 15.3 ND 12.6
cis-1,2-Dichloroethene SW8260D µg/kg 120 ND 9.9 ND 21.4 ND 15.3 ND 12.6
cis-1,3-Dichloropropene SW8260D µg/kg 18 ND 4.94 ND 10.7 ND 7.65 ND 6.3
Dibromochloromethane SW8260D µg/kg 2.7 ND 1.975 ND 4.28 E ND 3.055 E ND 2.525
Dibromomethane SW8260D µg/kg 25 ND 9.9 ND 21.4 ND 15.3 ND 12.6
Dichlorodifluoromethane SW8260D µg/kg 3900 ND 19.75 ND 42.8 ND 30.55 ND 25.25
Ethylbenzene SW8260D µg/kg 130 ND 9.9 ND 21.4 15.9 15.3 J,B 13.6 12.6 J
Freon-113 SW8260D µg/kg 310000 ND 39.55 ND 85.5 ND 61 ND 50.5
Hexachlorobutadiene SW8260D µg/kg 20 ND 7.9 ND 17.1 ND 12.2 ND 10.1
Isopropylbenzene (Cumene) SW8260D µg/kg 5600 ND 9.9 ND 21.4 ND 15.3 ND 12.6
Methylene chloride SW8260D µg/kg 330 ND 39.55 ND 85.5 ND 61 ND 50.5
Methyl-t-butyl ether SW8260D µg/kg 400 ND 39.55 ND 85.5 ND 61 ND 50.5
Naphthalene SW8260D µg/kg 38 ND 9.9 ND 21.4 26.6 15.3 J ND 12.6
n-Butylbenzene SW8260D µg/kg 23000 ND 9.9 ND 21.4 ND 15.3 ND 12.6
n-Propylbenzene SW8260D µg/kg 9100 ND 9.9 ND 21.4 ND 15.3 ND 12.6
o-Xylene SW8260D µg/kg ND 9.9 ND 21.4 52.2 15.3 B 12.1 12.6 J
P & M -Xylene SW8260D µg/kg ND 19.75 ND 42.8 82.5 30.55 B 26.5 25.25 J
sec-Butylbenzene SW8260D µg/kg 42000 ND 9.9 ND 21.4 ND 15.3 ND 12.6
Styrene SW8260D µg/kg 10000 ND 9.9 ND 21.4 ND 15.3 ND 12.6
tert-Butylbenzene SW8260D µg/kg 11000 ND 9.9 ND 21.4 ND 15.3 ND 12.6
Tetrachloroethene SW8260D µg/kg 190 ND 4.94 ND 10.7 ND 7.65 ND 6.3
Toluene SW8260D µg/kg 6700 ND 9.9 ND 21.4 57.4 15.3 15.4 12.6 J
trans-1,2-Dichloroethene SW8260D µg/kg 1300 ND 9.9 ND 21.4 ND 15.3 ND 12.6
trans-1,3-Dichloropropene SW8260D µg/kg 18 ND 4.94 ND 10.7 ND 7.65 ND 6.3
Trichloroethene SW8260D µg/kg 11 ND 1.975 ND 4.28 ND 3.055 ND 2.525
Trichlorofluoromethane SW8260D µg/kg 41000 ND 19.75 ND 42.8 ND 30.55 ND 25.25
Vinyl acetate SW8260D µg/kg 1100 ND 39.55 ND 85.5 ND 61 ND 50.5
180
CF-Seward SDG 1213158
13
Sample ID 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-TB-01
Lab ID 1213158007 1213158008 1213158009 1213158001
Analyte Method unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Vinyl chloride SW8260D µg/kg 0.8 ND 0.3165 ND 0.685 ND 0.489 ND 0.404
Xylenes (total) SW8260D µg/kg 1500 ND 29.65 ND 64 135 45.85 38.6 37.85 J
Table A3. Results of Gasoline Range Organics (GRO, AK101) and BTEX combo(8021B) analyses in soil samples. Cleanup levels refer to
18 AAC 75 Oil and Other Hazardous Substances Pollution Control, dated October 2018, Table B1, Method Two Migration to Groundwater
(MGW). Numbers in bold are above cleanup level.
Sample ID 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-TB-01
Lab ID 1213158007 1213158008 1213158009 1213158001
Row Labels Method Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 94.3 94.5 88.4
Benzene AK101 8021B µg/Kg 22 ND 4.94 ND 10.7 15 7.65 J ND 6.3
Ethylbenzene AK101 8021B µg/Kg 130 ND 9.9 ND 21.4 28.1 15.3 J ND 12.6
P & M -Xylene AK101 8021B µg/Kg ND 19.75 ND 42.8 140 30.55 ND 25.25
Toluene AK101 8021B µg/Kg 6700 ND 9.9 ND 21.4 104 15.3 ND 12.6
Xylenes (total) AK101 8021B µg/Kg 1500 ND 29.65 ND 64 222 45.85 ND 37.85
o-Xylene AK101 8021B µg/Kg ND 9.9 ND 21.4 81.9 15.3 ND 12.6
Gasoline Range Organics AK101 8021B mg/Kg 300 1.25 0.99 J 1.93 2.14 J 2.17 1.53 J 1.23 1.26 J
181
CF-Seward SDG 1213158
14
Table A4. Results of BTEX (8021B) analyses in soil samples. Cleanup levels refer to 18 AAC 75 Oil and Other Hazardous Substances
Pollution Control, dated October 2018, Table B1, Method Two Migration to Groundwater (MGW). Numbers in bold are above cleanup level.
Sample ID 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO 21SW-05-SO
Lab ID 1213158002 1213158003 1213158004 1213158005 1213158006
Analyte Method Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 93.6 59.5 92.6 93.4 95.9
Benzene SW8021B µg/Kg 22 ND 4.525 ND 22.7 ND 4.875 ND 4.77 ND 4.415
Ethylbenzene SW8021B µg/Kg 130 ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
P & M -Xylene SW8021B µg/Kg ND 18.1 ND 90.5 ND 19.5 ND 19.05 ND 17.65
Toluene SW8021B µg/Kg 6700 ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
Xylenes (total) SW8021B µg/Kg 1500 ND 27.15 ND 136 ND 29.25 ND 28.6 ND 26.5
o-Xylene SW8021B µg/Kg ND 9.05 ND 45.35 ND 9.75 ND 9.55 ND 8.85
Table A5 Results of Diesel Range Organics (DRO, AK102) and Residual Range Organics (RRO 103K) analyses in soil samples. Cleanup
levels refer to 18 AAC 75 Oil and Other Hazardous Substances Pollution Control, dated October 2018, Table B1, Method Two Migration to
Groundwater (MGW). Numbers in bold are above cleanup level.
Sample ID 21SW-01-SO 21SW-02-SO 21SW-03-SO 21SW-04-SO
Lab ID 1213158002 1213158003 1213158004 1213158005
Analyte Methos Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 93.6 0 59.5 0 92.6 0 93.4 0
Diesel Range Organics AK102/103 mg/Kg 250 855 10.55 1130 16.75 264 10.7 95.6 10.55
Residual Range Organics AK102/104 mg/Kg 11000 222 52.5 2290 83.5 1220 53.5 70.4 53 J
Table A5. continues
Sample ID 21SW-05-SO 21SW-07-SO 21SW-08-SO 21SW-09-SO 21SW-10-CO
Lab ID 1213158006 1213158007 1213158008 1213158009 1213158010
Analyte Methos Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 95.9 0 94.3 0 94.5 0 88.4 0 90.3 0
Diesel Range Organics AK102/103 mg/Kg 250 14.7 10.35 J 14.8 10.6 J 14.2 10.45 J 58.2 11.15 2890 11 QH
Residual Range Organics AK102/104 mg/Kg 11000 ND 52 ND 53 ND 52.5 189 56 3060 55
182
CF-Seward SDG 1213158
15
Table A6. Results of Metals SW6020B (RCRA) analyses in soil samples. Cleanup levels refer to 18 AAC 75 Oil and Other Hazardous
Substances Pollution Control, dated October 2018, Table B1, Method Two Migration to Groundwater (MGW). Numbers in bold are above
cleanup level.
Sample ID 21SW-02-SO 21SW-07-SO 21SW-08-SO 21SW-09-SO
Lab ID 1213158003 1213158007 1213158008 1213158009
Analyte Methos Unit MGW Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag Level 1/2 LOQ Flag
Total Solids SM21 2540G % 59.5 0 94.3 0 94.5 0 88.4 0
Arsenic SW6020B mg/Kg 0.2 20.7 0.84 8.97 0.505 11.4 0.51 12.1 0.515
Barium SW6020B mg/Kg 2100 85.6 0.252 49 0.151 30.1 0.1525 170 0.155
Cadmium SW6020B mg/Kg 9.1 6.58 0.168 0.14 0.1005 J 0.13 0.102 J 0.231 0.1035
Chromium SW6020B mg/Kg 37.3 0.84 31.3 0.505 30.5 0.51 27.3 0.515
Lead SW6020B mg/Kg 400 310 0.168 13.2 0.1005 13 0.102 64.7 0.1035
Mercury SW6020B mg/Kg 0.36 1.29 0.252 ND 0.151 ND 0.1525 ND 0.155
Selenium SW6020B mg/Kg 6.9 3.61 1.68 ND 1.005 ND 1.02 0.7 1.035 J
Silver SW6020B mg/Kg 11 ND 0.4205 ND 0.2515 ND 0.2545 ND 0.2585
Table A7. Results for Metals SW6020B TCLP for waste sample. Regulated limits are from 40 CFR §261.24.
Sample ID 21SW-10-CO
Lab ID 1213158010
Analyte Method Unit 40 CFR 261.24 Level 1/2 LOQ Flag
Total Solids SM21 2540G % 90.3 0
Lead SW6020B TCLP mg/L 5.0 0.0522 0.025
Arsenic SW6020B TCLP mg/L 5.0 ND 0.15
Barium SW6020B TCLP mg/L 100.0 ND 0.075
Cadmium SW6020B TCLP mg/L 1.0 ND 0.05
Chromium SW6020B TCLP mg/L 5.0 ND 0.1
Mercury SW6020B TCLP mg/L 0.2 ND 0.0125
Selenium SW6020B TCLP mg/L 1.0 ND 0.5
Silver SW6020B TCLP mg/L 5.0 ND 0.05
183
CF-Seward SDG 1213158
16
Table A8. Results for PCB SW8021A analyses for waste sample. Regulated limits are from 40 CFR 261.24
Sample ID 21SW-10-CO
Lab ID 1213158010
Analyte Methos Unit MGW Level 1/2 LOQ Flag
Total Solids SM21 2540G % 90.3 0
Aroclor-1016 SW8082A µg/Kg 1000 ND 110
Aroclor-1221 SW8082A µg/Kg 1000 ND 220
Aroclor-1232 SW8082A µg/Kg 1000 ND 110
Aroclor-1242 SW8082A µg/Kg 1000 ND 110
Aroclor-1248 SW8082A µg/Kg 1000 ND 110
Aroclor-1254 SW8082A µg/Kg 1000 ND 110
Aroclor-1260 SW8082A µg/Kg 1000 ND 110
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May 2020 Page 1
Laboratory Data Review Checklist
Completed By:
Birgit Hagedorn
Title:
CEO
Date:
8/18/2021
Consultant Firm:
Sustainable Earth research LLC
Laboratory Name:
SGS North America Inc, Anchorage
Laboratory Report Number:
1213158
Laboratory Report Date:
06/17/2021
CS Site Name:
ADEC File Number:
Hazard Identification Number:
185
1213158
Laboratory Report Date:
06/17/2021
CS Site Name:
May 2020 Page 2
Note: Any N/A or No box checked must have an explanation in the comments box.
1. Laboratory
a. Did an ADEC CS approved laboratory receive and perform all of the submitted sample analyses?
Yes☒ No☐ N/A☐ Comments:
b. If the samples were transferred to another “network” laboratory or sub-contracted to an alternate
laboratory, was the laboratory performing the analyses ADEC CS approved?
Yes☒ No☐ N/A☐ Comments:
2. Chain of Custody (CoC)
a. CoC information completed, signed, and dated (including released/received by)?
Yes☒ No☐ N/A☐ Comments:
b. Correct analyses requested?
Yes☒ No☐ N/A☐ Comments:
3. Laboratory Sample Receipt Documentation
a. Sample/cooler temperature documented and within range at receipt (0° to 6° C)?
Yes☒ No☐ N/A☐ Comments:
b. Sample preservation acceptable – acidified waters, Methanol preserved VOC soil (GRO, BTEX,
Volatile Chlorinated Solvents, etc.)?
Yes☒ No☐ N/A☐ Comments:
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c. Sample condition documented – broken, leaking (Methanol), zero headspace (VOC vials)?
Yes☒ No☐ N/A☐ Comments:
Nothing to report
d. If there were any discrepancies, were they documented? For example, incorrect sample
containers/preservation, sample temperature outside of acceptable range, insufficient or missing
samples, etc.?
Yes☐ No☐ N/A☒ Comments:
e. Data quality or usability affected?
Comments:
N/A
4. Case Narrative
a. Present and understandable?
Yes☒ No☐ N/A☐ Comments:
b. Discrepancies, errors, or QC failures identified by the lab?
Yes☒ No☐ N/A☐ Comments:
The case narrative indicates QC failures for surrogate recovery in one field extract (21SF-02-SO),
elevated LOQs for PAH analyses in samples 21SW-03-SO and 21SW-10-CO and surrogate 5a-
androstane recovery outside QC limits for sample 21SW-10-CO due to dilution.
c. Were all corrective actions documented?
Yes☒ No☐ N/A☐ Comments:
The field extracted sample was analyzed twice, low surrogate recovery was confirmed.
d. What is the effect on data quality/usability according to the case narrative?
Comments:
All analyses have low bias in this sample. Since surrogate recovery was below 10% all non-detect
results were rejected.
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CS Site Name:
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5. Samples Results
a. Correct analyses performed/reported as requested on COC?
Yes☒ No☐ N/A☐ Comments:
b. All applicable holding times met?
Yes☒ No☐ N/A☐ Comments:
c. All soils reported on a dry weight basis?
Yes☒ No☐ N/A☐ Comments:
d. Are the reported LOQs less than the Cleanup Level or the minimum required detection level for
the project?
Yes☒ No☐ N/A☐ Comments:
VOCs: Analytes 1,2,3-Trichloropropane, 1,2-Dibromoethane and Dibromochloromethane had ½
LOQs above cleanup levels for all samples including the trip blank. Qualifier E was applied to all
samples with non-detect indicating that it cannot be evaluated if the analytes exceed cleanup level.
PAHs: Sample 21SW-02-SO had high LOQs due to sample dilution, this only affected analyte
naphthalene. Qualifier E was applied because it cannot be evaluated if sample has concentration
above cleanup levels indicating that
e. Data quality or usability affected?
Yes, it cannot be evaluated if results are above cleanup levels due to low analytical sensitivity.
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6. QC Samples
a. Method Blank
i. One method blank reported per matrix, analysis and 20 samples?
Yes☒ No☐ N/A☐ Comments:
GRO: Analyte was estimated concentration of 1.33J mg/Kg in the method blank that was associated
with all samples. Qualifier was not applied because concentration was less than 1/10th of cleanup
level, data usability is not affected.
DRO Analyte was estimated concentration of 7.65J mg/Kg in the method blank that was associated
with all samples. Qualifier was not applied because concentration was less than 1/10th of cleanup
level, data usability is not affected.
ii. All method blank results less than limit of quantitation (LOQ) or project specified objectives?
Yes☐ No☒ N/A☐ Comments:
VOCs: All analytes were non-detect (ND). 1,2,3-Trichloropropane and 1,2-Dibromoethane had ½
LOQs above cleanup level.
iii. If above LOQ or project specified objectives, what samples are affected?
Comments:
All samples are affected but all samples had LOQ above cleanup level for these analytes.
iv. Do the affected sample(s) have data flags? If so, are the data flags clearly defined?
Yes☐ No☒ N/A☐ Comments:
No qualifier was applied because blank concentration was less than 1/10th of cleanup level.
v. Data quality or usability affected?
Comments:
Data usability is not affected.
b. Laboratory Control Sample/Duplicate (LCS/LCSD)
i. Organics – One LCS/LCSD reported per matrix, analysis and 20 samples? (LCS/LCSD
required per AK methods, LCS required per SW846)
Yes☒ No☐ N/A☐ Comments:
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ii. Metals/Inorganics – one LCS and one sample duplicate reported per matrix, analysis and 20
samples?
Yes☒ No☐ N/A☐ Comments:
iii. Accuracy – All percent recoveries (%R) reported and within method or laboratory limits and
project specified objectives, if applicable? (AK Petroleum methods: AK101 60%-120%,
AK102 75%-125%, AK103 60%-120%; all other analyses see the laboratory QC pages)
Yes☒ No☐ N/A☐ Comments:
iv. Precision – All relative percent differences (RPD) reported and less than method or laboratory
limits and project specified objectives, if applicable? RPD reported from LCS/LCSD, and or
sample/sample duplicate. (AK Petroleum methods 20%; all other analyses see the laboratory
QC pages)
Yes☒ No☐ N/A☐ Comments:
v. If %R or RPD is outside of acceptable limits, what samples are affected?
Comments:
N/A
vi. Do the affected sample(s) have data flags? If so, are the data flags clearly defined?
Yes☐ No☐ N/A☒ Comments:
vii. Data quality or usability affected? (Use comment box to explain.)
Comments:
N/A
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c. Matrix Spike/Matrix Spike Duplicate (MS/MSD)
Note: Leave blank if not required for project
i. Organics – One MS/MSD reported per matrix, analysis and 20 samples?
Yes☒ No☐ N/A☐ Comments:
Matrix spike was not required for this project, but one sample was reported for MS/MSD analyses
ii. Metals/Inorganics – one MS and one MSD reported per matrix, analysis and 20 samples?
Yes☐ No☒ N/A☐ Comments:
Not required
iii. Accuracy – All percent recoveries (%R) reported and within method or laboratory limits and
project specified objectives, if applicable?
Yes☒ No☐ N/A☐ Comments:
iv. Precision – All relative percent differences (RPD) reported and less than method or laboratory
limits and project specified objectives, if applicable? RPD reported from MS/MSD, and or
sample/sample duplicate.
Yes☒ No☐ N/A☐ Comments:
v. If %R or RPD is outside of acceptable limits, what samples are affected?
Comments:
N/A
vi. Do the affected sample(s) have data flags? If so, are the data flags clearly defined?
Yes☐ No☐ N/A☒ Comments:
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vii. Data quality or usability affected? (Use comment box to explain.)
Comments:
N/A
d. Surrogates – Organics Only or Isotope Dilution Analytes (IDA) – Isotope Dilution Methods Only
i. Are surrogate/IDA recoveries reported for organic analyses – field, QC and laboratory
samples?
Yes☐ No☒ N/A☐ Comments:
ii. Accuracy – All percent recoveries (%R) reported and within method or laboratory limits and
project specified objectives, if applicable? (AK Petroleum methods 50-150 %R for field
samples and 60-120 %R for QC samples; all other analyses see the laboratory report pages)
Yes☐ No☒ N/A☐ Comments:
VOC: Surrogate 4-BFB was below 10% for sample 21SW-02-SO for VOC analyses. Sample was
analyzed twice by the laboratory and low surrogate was confirmed.
DRO: Surrogate recovery for 5a-androsine was above QC criteria due to matrix interference. Qualifier
QH was applied to result indicating that result is an estimate biased high.
iii. Do the sample results with failed surrogate/IDA recoveries have data flags? If so, are the data
flags clearly defined?
Yes☒ No☐ N/A☐ Comments:
VOC: All non-detect (ND) analytes (68) were rejected (‘R’).
DRO: Qualifier QH was applied to result indicating that result is an estimate biased high. Data
usability is not affected because the result was more than 10x above cleanup level.
iv. Data quality or usability affected?
Comments:
VOC: results cannot be utilized to evaluate contaminant concentration in the samples.
DRO: Data usability is not affected because the result was more than 10x above cleanup level.
e. Trip Blanks
i. One trip blank reported per matrix, analysis and for each cooler containing volatile samples?
(If not, enter explanation below.)
Yes☒ No☐ N/A☐ Comments:
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ii. Is the cooler used to transport the trip blank and VOA samples clearly indicated on the COC?
(If not, a comment explaining why must be entered below)
Yes☐ No☒ N/A☐ Comments:
iii. All results less than LOQ and project specified objectives?
Yes☐ No☐ N/A☐ Comments:
VOC: positive detects were recorded for benzene, Ethylbenzene, o-xylene, p&m-xylene, and toluene
GRO: positive results were detected in trip blank indicating potential contamination.
Metals: Laboratory Blank (LBl) had concentration above ½ LOQ for Barium TCLP (0.077 mg/L).
iv. If above LOQ or project specified objectives, what samples are affected?
Comments:
VOC: All samples were affected.
Metals: samples 21SW-07-SO, 21SW-08-SO, 21SW-09-SO were affected
GRO: samples 21SW-07-SO, 21SW-08-SO, 21SW-09-SO were affected
v. Data quality or usability affected?
Comments:
VOCs: Qualifier B was applied to all samples for benzene, Ethylbenzene, o-xylene, p&m-xylene, and
toluene where blank concentration was more than 1/10th of cleanup level of highest sample
concentration whichever was greater. This applied to sample 21SW-09-SO analytes benzene,
ethylbenzene, o-xylene, and p&m-xylene, indicating that results may be biased high due to
contamination.
GRO: No qualifier was applied because concentration was less than 1/10th of cleanup level, data
usability is not affected.
Metals: No qualifier was attached because blank concentration was below 1/10th of cleanup level, data
usability is not affected.
f. Field Duplicate
i. One field duplicate submitted per matrix, analysis and 10 project samples?
Yes☒ No☐ N/A☐ Comments:
Sample 21SW-07-SO and 21SW-08-SO were field duplicates.
ii. Submitted blind to lab?
Yes☒ No☐ N/A☐ Comments:
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iii. Precision – All relative percent differences (RPD) less than specified project objectives?
(Recommended: 30% water, 50% soil)
RPD (%) = Absolute value of: (R1-R2)
((R1+R2)/2)
Where R1 = Sample Concentration
R2 = Field Duplicate Concentration
Yes☒ No☐ N/A☐ Comments:
iv. Data quality or usability affected? (Use the comment box to explain why or why not.)
Comments:
N/A
g. Decontamination or Equipment Blank (If not applicable, a comment stating why must be entered
below)?
Yes☐ No☐ N/A☒ Comments:
Equipment blank was not necessary for this project.
i. All results less than LOQ and project specified objectives?
Yes☐ No☐ N/A☒ Comments:
ii. If above LOQ or project specified objectives, what samples are affected?
Comments:
N/A
iii. Data quality or usability affected?
Comments:
N/A
x 100
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7. Other Data Flags/Qualifiers (ACOE, AFCEE, Lab Specific, etc.)
a. Defined and appropriate?
Yes☐ No☐ N/A☐ Comments:
N/A
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196
APPENDIX E
PRELIMINARY CONCEPTUAL SITE MODEL
197
Residents
(adults or child
ren)
Comm
e
rcia
l or
in
dustria
l workers
Site vis
itors, trespassers,
or recreatio
nal users
Fa
rme
rs or subsistence
harvesters
Subsis
tence consume
rs
Media
Current & Future Receptors
HUMAN HEALTH CONCEPTUAL SITE MODEL GRAPHIC FORM
Other
soil Dermal Absorption of Contaminants from Soil
Incidental Soil Ingestion
Exposure MediaTransport Mechanisms
Direct Contact with Sediment
Inhalation of Outdoor Air
Inhalation of Indoor Air
Inhalation of Fugitive Dust
Ingestion of Wild or Farmed Foods
Instructions: Follow the numbered directions below. Do not
consider contaminant concentrations or engineering/land
use controls when describing pathways.
Site: ____________________________________________________________________
____________________________________________________________________
Migration to subsurface
Migration to groundwater
Volatilization
Runoff or erosion
Uptake by plants or animals
Other (list):___________________________________
check soil
check groundwater
check air
Surface
Soil
(0-2 ft bgs)
check biota
Migration to groundwater
Volatilization
Uptake by plants or animals
Other (list):___________________________________
Subsurface
Soil
(2-15 ft bgs)
Resuspension, runoff, or erosion
Uptake by plants or animals
Other (list):___________________________________
Sediment
Volatilization
Flow to surface water body
Flow to sediment
Uptake by plants or animals
Other (list):___________________________________
Ground-
water
Volatilization
Sedimentation
Uptake by plants or animals
Other (list):___________________________________
Surface
Water
Check all pathways that could be complete.
The pathways identified in this column must
agree with Sections 2 and 3 of the Human
Health CSM Scoping Form.
Identify the receptors potentially affected by each
exposure pathway: Enter “C” for current receptors,
“F” for future receptors, “C/F” for both current and
future receptors, or “I” for insignificant exposure.
For each medium identified in (1), follow the
top arrow and check possible transport
mechanisms. Check additional media under
(1) if the media acts as a secondary source.
Check all exposure
media identified in (2).
Check the media that
could be directly affected
by the release.
(1)
(5)
(4)(3)(2)
air
Ingestion of Surface Water
Dermal Absorption of Contaminants in Surface Water
Inhalation of Volatile Compounds in Tap Water
surface water
sediment
biota
check surface water
Direct release to subsurface soil check soil
check groundwater
check air
Direct release to groundwater check groundwater
check air
check surface water
check sediment
check biota
Direct release to surface water check surface water
check sediment
check biota
Direct release to sediment check sediment
check surface water
check biota
Exposure Pathway/Route
check air
Constructio
n workers
Completed By: ______________________________________
Date Completed: _____________________________________
Ingestion of Groundwater
Dermal Absorption of Contaminants in Groundwater
Inhalation of Volatile Compounds in Tap Water
groundwater
Direct release to surface soil check soil
Inhalation of Fugitive Dust
check biota
Revised, 4/11/2010
Seward Orphange: Jessie Lee Home, Seward Alaska
Forrest Janukajtis (KCI Alaska)
11/04/2021
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
X
X
X
X X X
X X X
X X X
Revised, 10/01/2010198
Appendix A - Human Health Conceptual Site Model
Scoping Form and Standardized Graphic
Site Name:
File Number:
Completed by:
Introduction
The form should be used to reach agreement with the Alaska Department of Environmental Conservation (DEC)
about which exposure pathways should be further investigated during site characterization. From this information,
summary text about the CSM and a graphic depicting exposure pathways should be submitted with the site
characterization work plan and updated as needed in later reports.
General Instructions: Follow the italicized instructions in each section below.
* bgs - below ground surface
1. General Information:
Sources (check potential sources at the site)
USTs
ASTs
Dispensers/fuel loading racks
Drums
Vehicles
Landfills
Transformers
Release Mechanisms (check potential release mechanisms at the site)
Spills
Leaks
Direct discharge
Burning
Impacted Media (check potentially-impacted media at the site)
Other:
Residents (adult or child)
Commercial or industrial worker
Construction worker
Subsistence harvester (i.e. gathers wild foods)
Subsistence consumer (i.e. eats wild foods)
Site visitor
Trespasser
Recreational user
Farmer
Surface soil (0-2 feet bgs*)
Subsurface soil (>2 feet bgs)
Groundwater
Surface water
Other:
Air Biota
Sediment
Receptors (check receptors that could be affected by contamination at the site)
Other:
Other:
1 revised January 2017199
2. Exposure Pathways: (The answers to the following questions will identify complete
exposure pathways at the site. Check each box where the answer to the question is "yes".)
a) Direct Contact -
1. Incidental Soil Ingestion
Are contaminants present or potentially present in surface soil between 0 and 15 feet below the ground surface?
(Contamination at deeper depths may require evaluation on a site-specific basis.)
If the box is checked, label this pathway complete:
Comments:
2. Dermal Absorption of Contaminants from Soil
Are contaminants present or potentially present in surface soil between 0 and 15 feet below the ground surface?
(Contamination at deeper depths may require evaluation on a site specific basis.)
If both boxes are checked, label this pathway complete:
Comments:
Can the soil contaminants permeate the skin (see Appendix B in the guidance document)?
b) Ingestion -
1. Ingestion of Groundwater
Have contaminants been detected or are they expected to be detected in the groundwater,
or are contaminants expected to migrate to groundwater in the future?
If both boxes are checked, label this pathway complete:
Comments:
Could the potentially affected groundwater be used as a current or future drinking water
source? Please note, only leave the box unchecked if DEC has determined the ground-
water is not a currently or reasonably expected future source of drinking water according
to 18 AAC 75.350.
revised January 2017 2200
2. Ingestion of Surface Water
Have contaminants been detected or are they expected to be detected in surface water,
or are contaminants expected to migrate to surface water in the future?
If both boxes are checked, label this pathway complete:
Could potentially affected surface water bodies be used, currently or in the future, as a
drinking water source? Consider both public water systems and private use (i.e., during
residential, recreational or subsistence activities).
Comments:
3. Ingestion of Wild and Farmed Foods
Is the site in an area that is used or reasonably could be used for hunting, fishing, or
harvesting of wild or farmed foods?
If all of the boxes are checked, label this pathway complete:
Comments:
Do the site contaminants have the potential to bioaccumulate (see Appendix C in the guidance
document)?
Are site contaminants located where they would have the potential to be taken up into
biota? (i.e. soil within the root zone for plants or burrowing depth for animals, in
groundwater that could be connected to surface water, etc.)
c) Inhalation-
1. Inhalation of Outdoor Air
Are contaminants present or potentially present in surface soil between 0 and 15 feet below the
ground surface? (Contamination at deeper depths may require evaluation on a site specific basis.)
If both boxes are checked, label this pathway complete:
Are the contaminants in soil volatile (see Appendix D in the guidance document)?
Comments:
3 revised January 2017201
2. Inhalation of Indoor Air
Are occupied buildings on the site or reasonably expected to be occupied or placed on
the site in an area that could be affected by contaminant vapors? (within 30 horizontal
or vertical feet of petroleum contaminated soil or groundwater; within 100 feet of
non-petroleum contaminted soil or groundwater; or subject to "preferential pathways,"
which promote easy airflow like utility conduits or rock fractures)
If both boxes are checked, label this pathway complete:
Comments:
Are volatile compounds present in soil or groundwater (see Appendix D in the guidance
document)?
4 revised January 2017202
3.Additional Exposure Pathways: (Although there are no definitive questions provided in this section,
these exposure pathways should also be considered at each site. Use the guidelines provided below to
determine if further evaluation of each pathway is warranted.)
Dermal Exposure to Contaminants in Groundwater and Surface Water
Dermal exposure to contaminants in groundwater and surface water may be a complete pathway if:
o Climate permits recreational use of waters for swimming.
o Climate permits exposure to groundwater during activities, such as construction.
o Groundwater or surface water is used for household purposes, such as bathing or cleaning.
Generally, DEC groundwater cleanup levels in 18 AAC 75, Table C, are deemed protective of this pathway because
dermal absorption is incorporated into the groundwater exposure equation for residential uses.
Check the box if further evaluation of this pathway is needed:
Comments:
Inhalation of Volatile Compounds in Tap Water
Inhalation of volatile compounds in tap water may be a complete pathway if:
o The contaminated water is used for indoor household purposes such as showering, laundering, and dish
washing.
o The contaminants of concern are volatile (common volatile contaminants are listed in Appendix D in the
guidance document.)
DEC groundwater cleanup levels in 18 AAC 75, Table C are protective of this pathway because the inhalation of
vapors during normal household activities is incorporated into the groundwater exposure equation.
Check the box if further evaluation of this pathway is needed:
Comments:
5 revised January 2017203
Inhalation of Fugitive Dust
Inhalation of fugitive dust may be a complete pathway if:
o Nonvolatile compounds are found in the top 2 centimeters of soil. The top 2 centimeters of soil are
likely to be dispersed in the wind as dust particles.
o Dust particles are less than 10 micrometers (Particulate Matter - PM10). Particles of this size are called
respirable particles and can reach the pulmonary parts of the lungs when inhaled.
DEC human health soil cleanup levels in Table B1 of 18 AAC 75 are protective of this pathway because the
inhalation of particulates is incorporated into the soil exposure equation.
Check the box if further evaluation of this pathway is needed:
Comments:
Check the box if further evaluation of this pathway is needed:
Comments:
Direct Contact with Sediment
This pathway involves people's hands being exposed to sediment, such as during some recreational, subsistence,
or industrial activity. People then incidentally ingest sediment from normal hand-to-mouth activities. In
addition, dermal absorption of contaminants may be of concern if the the contaminants are able to permeate the
skin (see Appendix B in the guidance document). This type of exposure should be investigated if:
o Climate permits recreational activities around sediment.
o The community has identified subsistence or recreational activities that would result in exposure to the
sediment, such as clam digging.
Generally, DEC direct contact soil cleanup levels in 18 AAC 75, Table B1, are assumed to be protective of direct
contact with sediment.
6 revised January 2017204
4. Other Comments (Provide other comments as necessary to support the information provided in this
form.)
7 revised January 2017205
- Page Intentionally Left Blank -
206
APPENDIX F
ADEC DRAFT WORK PLAN COMMENTS
207
REVIEW SITE NAME: Former Seward Orphanage – Jessie Lee Home
DOCUMENT: Draft Environmental Work Plan
LOCATION: Seward, Alaska
FILE NO.: 2332.38.054
HAZARD ID: 27559
Agency: ADEC Date: January 19, 2022
ADEC Reviewer: Julie Fix
Phone: (907) 747-3432
Date: Date:
Item
No.
PDF
Page
No.
Section ADEC COMMENTS
RESPONSIBLE PARTY
RESPONSE
A-Agree D-Disagree
ADEC
RESPONSE
A-Agree
D-Disagree
1. - Title Page
Please add the information below to the title page:
Hazard ID: 27559
File #: 2332.38.054
A – Title page has been updated
accordingly.
2. 5
Site
Description
and
Background
Please add property ownership information from 1964-present
to the “Background” section if available.
A – The City of Seward (COS)
conducted a records search and the
additional property ownership
details have been added to Section
1.1.
3. 5
1.1, Site
Description
and
Background
Is it known what the boilers were used for? As a heat source,
power generation, or both? If available, please add more
information to the background section.
A – The boilers were used for steam
generation for heating the buildings
and hot water. Additional text has
been added to Section 1.1.
4. 5
1.1, Site
Description
and
Background
Is it known how and where bunker C was stored at this site?
A - Bunker C/fuel oil was stored in
the 2,000 gal ASTs. Text in Section
1.1 updated to provide additional
detail.
5. 7 AST
Containment
Is this the same area that the two smaller 400-gallon ASTs
were located? If so, please add this information to this section.
A – Text updated to provide
additional detail. Please also refer to
Photo 1 for Balto Building As-built.
6. 1, 7 AST
Containment
Please confirm the type of fuel oil contained in the ASTs at the
time of removal.
Coldfoot reported fuel oil was
removed from the 2,000 gal ASTs.
7. 6 1.1 Please provide a brief description of the QC failures that are
detailed in the analytical report.
D – VOC QC failures are detailed in
the Data Quality Review. KCI does
not feel additional detail on the
VOC QC failures is warranted as the
soil sample location with the
208
rejected VOC data is to be
excavated and removed.
8. 7, 13
1.1 Balto
Building,
2.1.1.
Were the fuel lines buried underground? ADEC strongly
recommends collecting confirmation samples along the entire
fuel piping run. The ADEC suggests referring to section 5.5.5
of the 2019 ADEC Field Sampling Guidance for specifications
on sampling frequency for buried fuel piping.
The fuel lines were located under
the concrete lab but not
underground. Reference to this
section in the FSG was not included
in the work plan because the
footprint area for all the fuel lines is
to be excavated as shown in Figure
3 to address the tar and
contaminated soil. Excavations will
then be sampled per the FSG per
Section 2.3.2 of the Work Plan.
9. 8 1.1.1, Floor
Drains
Please provide the diameter range for the sentence “A lower
ceramic drainpipe 8 to [x] inches in size.”
A – The sentence was corrected: “A
lower ceramic drainpipe 8 to [10]
inches in size.”
10. - General
Do the floor drains terminate/connect to city sewer system,
leach field, septic tank, Class V injection well? This will need
to be investigated. Please describe how you will investigate
this and determine if a Class V injection well is present. The
EPA regulates injection wells, or underground injection
controls (UICs). Derek Schruhl (schruhl.derek@epa.gov) is
the EPA Region 10 Class V injection well contact.
Discuss with COS & ADEC.
Any documentation about the
location/status of sewer system?
11. 13 2.1.1
The ADEC Field Sampling Guidance, Section 5, states that the
“absence of positive field screening results or those field
screening results below an arbitrary threshold cannot be used
as justification for not taking the required number of
laboratory analytical samples.” Please note that ADEC does
not consider non-detect or the <20 ppm field screening results
as a justification for not collecting the required number of
analytical samples or for determining that an area is not
impacted.
Intent of comment is unclear,
Discuss with ADEC
KCI has proposed following ADEC
FSG frequencies for soil field
screening and sampling.
12. 14 2.1.3
RCRA waste has been identified on this site. Federal
regulations apply. This site will need a RCRA site ID.
https://www.epa.gov/hwgenerators/getting-hazardous-waste-
site-identification-number-region-10#contact
The EPA Region 10 Hazardous Waste RCRA notification
section can be reached at AlaskaRCRA@epa.gov or 206-553-
A – A RCRA site ID will be
obtained, and the EPA notified of
site activates prior to fieldwork. A
paragraph has been added to Section
1.3 Regulatory Framework.
209
1266.
13. 15 2.3
Please note that if groundwater is encountered that ADEC
recommends collecting a soil sample from within the first six
inches of groundwater-saturated soil or within the zone of the
seasonal water table fluctuation.
A – Text in Section 2.1.1 was
updated to read as follows: “Soil
excavation will be conducted in a
manner that will prevent
contaminated soil from becoming
mixed with previously
uncontaminated soil. The depth to
groundwater at the site is anticipated
to be near a depth of 200 ft as
reported in the closest water well
located 1/3 mile to the northwest in
the City of Seward Citizens Field
Park (DNR WELTS). However, if
groundwater or perched water is
encountered during soil excavation,
a soil sample will be collected from
within the first six inches of the
water-saturated soil or within the
zone of the seasonal water table
fluctuation. No dewatering is
anticipated during this project.”
14. 15 2.3.2
TCLP analysis for RCRA metals is not listed as one of the
proposed methods. Please note that for disposal purposes, the
“Rule of 20” may be applied to determine if the sample is a
“toxicity characteristic” hazardous waste. Additionally, RCRA
metals analysis results may warrant a resample to include
TCLP analysis if initial results exceed ADEC cleanup levels.
A - RCRA TCLP analysis is
addressed under Section 2.3.1 Waste
Characterization sampling. The soil
sampling text has been rearranged to
provide better clarity.
15. 16 Table 1 Does the bottom row “RCRA metals (Total)” mean to say
“RCRA metals (TCLP)”?
A – The bottom row will be
corrected to “RCRA metals TCLP”
16. - -
Please provide photos of the areas of concern in both
buildings pre-demolition if available. Please also provide
overview photos of the site in its current state (post
demolition).
A – Pre demolition photos of the
areas of concern have added to the
Photographic Log however a limited
number are available. The
photographs in the Draft Photo Log
represent current site conditions.
17. Figures 2, 3
Please add labels to both figures depicting the areas of
concern such as the “containment area,” boiler room, etc.
Please differentiate between the floor drains and sewer lines
A - Labels will be added to Figure 2
and 3 to highlight the following:
label the boiler room, containment
210
and indicate what sections of piping and drain runs
underground versus inside the building.
area, underground vs in building
lines. Floor drains and sewer lines
are the same.
18. 24 Figure 2
What is meant by sewer “outfall”? Do the drain pipes
continue from this point? Please add discussion in section
1.1.1 and/or re-label as appropriate.
A - The buildings drain lines were
only chased and exposed to the edge
of the buildings. The Figure 2 label
will be changed to indicate the
direction of the drain piping at the
buildings edge.
19. - General work
plan
Please provide a site figure that shows the proposed sampling
locations relative to the areas of known contamination above
ADEC cleanup levels.
Discuss w/ ADEC
Sampling frequencies will be per the
FSG and locations are not known
until suspected excavation extents
have been reached.
20. 7-9, 23-4 1.1.1-1.1.2,
Fig 2-3
Please refer to the enclosed ADEC 2017 Treatment of ND
Values, Data Reduction for Multiple Detections, &
Comparison of QL’s to CUL’s Tech Memo. As suggested by
this memo, “If the LOQ of a ND result exceeds the approved
cleanup level, then DEC recommends the LOD be compared
to the cleanup level. If the laboratory data does not report a
LOD, two times (2x) the DL should be used to estimate the
LOD for comparison to the cleanup level. If the LOD exceeds
the approved cleanup level, then DEC recommends that an
alternative method that would provide lower LOD or LOQ be
evaluated.” Please consider the following analytes as COCs:
analytes where an estimated concentration can be used or
analytes where the LOD can be used in comparison to the
ADEC cleanup level. These analytes should be discussed
where other COCs are discussed in the report/workplan and
labeled on the site figure. These COCs can be removed once
adequate sampling suggests that the analytes are not present
at the site at concentrations exceeding ADEC cleanup levels.
Discuss w/ ADEC.
KCI is familiar with the ADEC
document however, proposed
analysis are in accordance with the
FSG App F and none have been
omitted.
21. - - Please provide QEP documentation for the upcoming field
effort when available. A – Added as Appendix G
22. 47 Analytical
Results Table Please add the TCLP screening levels to the results table. A - TCLP screening levels added to
the results table.
23. End of Comments
211
212
- Page Intentionally Left Blank -
213
APPENDIX G
QUALIFED ENVIRONMENTAL PROFESSIONAL RESUME
214
Forrest Janukajtis
1
AREAS OF
TECHNICAL
EXPERTISE
• Environmental
Investigations and
Removal Actions
• Waste Management
EDUCATION
Bates College
B.A., Geology 2002
MEMBERSHIPS
American Institute of
Professional Geologists
(AIPG)
Alaska Geological Society
PROFESSIONAL
HISTORY
ChemTrack Alaska Inc.
2019 to current
Kasteler Consulting LLC
2019 to current
Kaktovik Environmental
LLC
2018 to 2019
Marsh Creek, LLC
2015 - 2018
Jacobs Engineering Group
Inc.
2005-2015
Brian Lee Construction
2003-2005
TRAINING
8-Hour HAZWOPER,
2022
40-Hour HAZWOPER,
2005
Mr. Janukajtis has over eighteen years of experience as a
Geologist, Site Manager and Construction Manager for both
environmental and construction projects. He’s had direct
involvement in all aspects of the planning and execution of
environmental remediation and construction projects
throughout Alaska and internationally along the Pacific Rim,
including Japan and Korea. His field work experience includes
project site/construction management with field crews of two
to over 30 individuals, subcontractor and third-party quality
control program management, site safety supervisor
responsibilities, guiding environmental investigations, removal
actions, field budget management and coordinating complex
in-state and international logistics. Mr. Janukajtis has an in-
depth knowledge of state and federal environmental
regulations including Alaska Title 18 Environmental
Regulations (Chapters 60, 70, 72, 75, 78, and 80), Resource
Conservation and Recovery Act (RCRA), the Comprehensive
Environmental Response, Compensation, and Liability Act
(CERCLA), and the Toxic Substances Control Act (TSCA).
Crowley Fuels Inc., Various Locations, Alaska (2022)
Bethel Marine Header Spill Response and Removal Action
Diesel fuel release spill response which included analytical
soil sample collection and analysis and subcontractor oversight
for contaminated soil excavation, packaging, and offsite
barging for thermal treatment in accordance with ADEC
regulations.
Ketchikan Town Station Phase II Site Survey/Remedial
Investigation.
Geologist for final investigative drilling effort, authored final
SS/RI report and coordinated with ADEC for site closure.
Valdez Shop Drain replacement/reconfiguration and Oil
Water Separator Installation.
Shop facility drain infrastructure upgrades and compliance
improvements.
Indian Mountain Bridge Refurbishment, Indian Mountain
Long Range Rader Station, U.S. Air Force, Utopia, Alaska
(2022)
Rotational Site Superintendent for the removal and
refurbishment of the vehicle baily bridge that crosses the
Indian River at the LRRS. Crew removed the existing baily
bridge for it to be refurbished. Subcontractor oversight for
bridge Lead based paint blasting and removal, and bridge
repainting. Demolished existing failing wooden bridge
abutments and replaced with locally harvested stone walls.
215
Forrest Janukajtis
2
30-Hour OSHA General
Industry Outreach
Training, 2010
USACE Construction
Quality Management,
2019
Alaska Emergency
Technician Training, 2016
First
Aid/CPR/Bloodborne
Pathogens Training, 2020
24-Hour ICAO/IATA
Dangerous Goods
Transportation Training,
2012
8-Hour ICAO/IATA
Dangerous Goods
Transportation Refresher,
2022
24-Hour 49CFR
Hazardous Materials
Transportation Training,
2012
8-Hour 49CFR Dangerous
Goods Transportation
Refresher, 2022
Niton XRF Analyzer
Training, 2010
Alaska Certified Erosion
& Sediment Control Lead
(AK-CESCL), 2018
North Slope Training
Course Badge
ATV Training
Kennecott Mill Building and Ore Chute Stabilization and
Replacement, U.S. National Park Service, Wrangell
National Park, Kennecott, Alaska (2020, 2021)
Subcontractor to Alaska Aggregate Products as the Onsite
Hazardous Waste Manger/Environmental Professional and
carpenter. Responsible for authoring waste
management/environmental plans as required per the NPS
contract specifications, onsite implementation and
administration of the plans which included onsite crew
HAZWOPER trainings and oversight, air monitoring, waste
material analytical sample collection and characterization,
waste collection, segregation and disposal in accordance with
Alaska state and Federal 49CFR regulations. Environmental
work duties supported the restoration, repair of the historical
Kennecott Mill Building as well as disassembly and
reconstruction of the Ore Chute.
King Salmon Aircraft Arresting Barrier Pit Renovation,
U.S. Air Force 611th, King Salmon Alaska (2020, 2021)
Team member on the refurbishment of four BAK-12 aircraft
arrestor systems at the King Salmon Air Station, King Salmon
Alaska. Work included the demolition of concrete and grout to
remove existing arrestor system anchors and the replacement
of anchors, new electrical and mechanical system upgrades for
code compliance, installation of new runway anchors as well
as weather proofing and drainage improvements.
Crowley Fuels Inc., Emergency Response, Various
Locations, Alaska (2020-2022)
Emergency response cleanup and environmental investigation
support in support of Crowley’s fuel distribution network
throughout the state.
Kalubik Creek Drum/Debris Removal Action, Chevron,
North Slope, Alaska (2019, 180 Hours)
Dewatering of a small freshwater pond to accomplish removal
of drums and debris dumped in the pond after closure of the
1960’s drill pad site. Project tasks included overland tundra
travel, permit compliance monitoring, debris removal, and
waste segregation for characterization and disposal, and
helicopter slinging.
Tigalda Island RmA/RI, USACE Tigalda Island, Alaska
(2017 - 2019, 480 Hours)
Containerized/Hazardous, Toxic, or Radioactive Waste
(CON/HTRW) removal action and remedial investigation with
risk assessment at the Formerly Used Defense site. Field lead
for 2017 site visit and 2018 RmA/RI field effort. Responsible
for overseeing preparation of the planning and reporting
documents, implementation of the RI; managing
mobilization/demobilization; planning remote site field
logistics; coordinating and managing specialty subcontractors
for laboratory analysis, data quality control review, risk
216
Forrest Janukajtis
3
analysis, surveying and GIS, and transportation charters (live
aboard landing craft and helicopter).
Iko Bay Well Plug and Abandonment, Bureau of Land
Management, North Slope Alaska (2018, 270 hours)
Rotational CQCSM for winter well P&A operation. Oversaw
subcontractor daily activities and documented in daily quality
control reports; managed quality control; managed waste
characterization sampling, and permit compliance
Collinson Point DEW Line Removal Action, USACE, North
Slope, Alaska (2016, 160 Hours)
CQCSM for PCB contaminated soil removal action and DRO
contaminated soil excavation and landspread at the Formerly
Used Defense site. Responsibility’s included daily quality
control and technical oversight for PCB contaminated soil
excavation, packaging and manifesting for offsite transport
and disposal in addition to DRO contaminated soil excavation
and landspread treatment. Specific tasks included oversight of
subcontractor soil field screening and sample collection, GPS
survey, and preparation of the work plan and after-action
report.
Birch Hill Soil Removal Action, Fort Wainwright, USACE,
Fairbanks, Alaska (2016, 160 hours)
CQCSM for lead paint chip and lead contaminated soil
removal action at the former Birch Hill AST tank farm located
on Fort Wainwright. Responsibility’s included daily quality
control and technical oversight for lead based paint chip
removal, lead air monitoring and lead contaminated soil field
screening, excavation, soil sampling, GPS surveying, waste
characterization and disposal of 2,500 tons of RCRA non-
hazardous and hazardous soil. Also responsible for overseeing
preparation of the work plan and after action report.
Environmental Investigations at Various Sites, Fort
Wainwright, USACE, Fairbanks, Alaska (2015, 360 hours)
CQCSM for Preliminary Source Evaluations (PSE), RI/FSs,
and a Data Gap Analysis (DGA) at various sites located on
Fort Wainwright. Responsibility’s included daily quality
control and technical oversight for drilling, groundwater
monitoring well installation, environmental sampling,
geophysical surveys, and drum removals. Also served as the
liaison with the USACE and DPW for coordinating site access
and field activities. He provided oversight for the
containerization and disposal of non-regulated soil and water
and assisted with preparation of the PSE, DGA, and RI reports.
Cape Sarichef Radio Relay Station (RRS) Remedial
217
Forrest Janukajtis
4
Investigation, USACE, Unimak Island, Alaska (2015, 120
hours
Technical lead and project geologist responsible for authoring
planning documents and subcontracts for remedial
investigation at the former station. Conducted spring
helicopter site visit with project archeologist and Alaska
Department of Environmental Conservation (ADEC)
representative to identify barge landing spot, field camp
location and to inspect anticipated investigation location to
verify site conditions and planned approach.
U.S Coast Guard Shoal Cove LORAN Site Investigation,
USACE, Shoal Cove, Alaska (2015, 240 hours)
Site manager and technical lead responsible for authoring
planning documents and subcontracts for site investigation
activities performed at this remote formerly active station.
Other responsibilities included logistics coordination and field
management of landing craft and air transportation of project
supplies and field crews; quality oversight of investigative
drilling and sampling activities; coordination of regular sample
delivery via charter aircraft and boat to ensure quality data
project objectives were met.
Eielson Air Force Base Environmental Investigations,
AFCEE, North Pole, Alaska (2014, 600 hrs)
Site Manager for the Performance Based Remediation (PBR)
environmental investigations of thirteen sites. Responsible for
establishing field schedule and coordinating site access and
utility locates with base personnel (including flight line
operations), managing multiple field crews and drill rigs over
various sites and providing technical guidance to staff
scientists.
North River Radio Relay Station (RRS) Removal Action,
AFCEC & USACE, Unalakleet, Alaska (2011 to 2015, 2,950
hours)
Site manager for the excavation and disposal of over 6,000
cubic yards of PCB- and POL-contaminated soil for four
consecutive summer field seasons working to implement the
Decision Document and Record of Decision. Responsibilities
included cost proposals, procurement and management of
subcontractors, field budget management, coordination with
and mentoring of the local Native Corporation, oversight of
subcontractor and company field crews, logistics coordination
for daily project operation, shipment for disposal of hazardous
and non-hazardous waste, environmental drilling, sample
collection, supervision of road and bridge construction, and
authoring project work plans and reports.
U.S. Coast Guard Point Higgins Removal Action, USACE,
218
Forrest Janukajtis
5
Ketchikan, Alaska (2014, 360 hours)
CQCSM for the decommissioning and demolition of three
buildings at the former station and other support facilities as
well as lead soil excavation and disposal at the former small
arms firing range. Provided oversight of the asbestos
abatement subcontractor, responsible for the removal,
sampling and disposal of electrical transformers, soil field
screening and guiding lead contaminated soil excavation, non-
hazardous and hazardous soil management for off-island
transport and disposal.
Camp Zama and Sagami General Depot, USAG-J/USACE,
Tokyo, Japan (2009 to 2014, 2750 hours)
Site manager and technical lead for seven separate field efforts
that included environmental site investigations, removal
actions, and long-term monitoring. Responsibilities included
cost proposals; procurement and management of U.S. and
Japanese subcontracts; scope coordination with U.S. client and
Japanese customers; planning and execution of international
logistics; project field budget, schedule, management; quality
and safety oversight for geophysical, environmental (drilling,
soil gas, groundwater monitoring well installation), and UXO
investigations, geophysical anomaly investigation and removal;
environmental media sampling; excavation, transport, and
disposal of over 3,000 cy of contaminated soil; and authoring
work plans and reports.
BCTC (Battle Command Training Center) Construction
support at US Army Depot, Sagami Japan. Work
included the excavation, screening and removal of over
3,000 cy of soil to clear the facility proposed parking lot
area and underground utility areas of known and
unknown environmental concerns which included, buried
metal debris, MEC, and sources of soil contamination (oil
cans, paint cans, disposal pit). Soil excavation and
screening was conducted using UXO technicians to
assistant in identifying and segregating inert metal debris
from MEC for DOD EOD disposal. All site work was
completed ahead of schedule to minimize further impacts
to the facility construction schedule. Excavated soil was
stockpiled offsite and sampled to characterize soils for
proper handling and disposal in accordance with GOJ
regulations.
Torii Station, USAG-J/USACE, Okinawa, Japan (2013 to
2014, 650 hours)
Site manager and technical lead for two field efforts that
included environmental, geophysical and archeological/cultural
asset investigations. Responsibilities included coordination
219
Forrest Janukajtis
6
meetings with the U.S. client and Japanese customer; site
supervision of investigations including planning and execution
of international logistics, subcontractor management, and field
budget management; and authoring of work plans and reports.
U.S. Coast Guard Station, USCG, Sitkinak, Sitkinak Island,
Alaska (2010, 210 Hours)
Quality control manager for culvert removal and restoration of
5 streams, POL wetland investigation and bio cell landspread.
Responsibilities included development and writing of the work
plan and report, subcontract procurement, submission of federal
and state permit applications, coordination of subcontractor,
and landing craft logistics, conducting the wetland investigation
sampling, sample management, data evaluation and reporting.
Umiat Air Force Station, Umiat Lake Removal Action,
USACE, Umiat, Alaska (2009, 360 hours)
Technical field lead for winter geophysical survey of Umiat
Lake to identify submerged and buried drums. The following
summer, a removal action was completed to remove 250 drums
from in and around the lake by boat and divers operating from
a field-constructed dive platform, and helicopter sling load.
Responsibilities included preparation of planning documents,
subcontract development, identification and coordination of
project field logistics, and field work quality oversight. He
performed liquid waste HazCat characterization of over 25
drums for consolidation and analytical confirmation sampling,
and managed the transportation and disposal of the liquid waste.
Managed and conducted post drum removal soil and water
sampling, sample management, data evaluation and reporting
U.S. Forest Service, Non-Time Critical Removal Action,
Mahoney Mine, Revillagigedo Island, USACE, Ketchikan,
Alaska (2009, 360 hours)
CQCSM and Site Safety Supervisor for removal effort focused
on the characterization and removal of lead and fuel
contaminated soil at the former mine site accessible only by air
or water. Conducted soil field screening to direct
contaminated soil characterization and excavation, performed
soil excavation and waste management for the transport and
off-island disposal of over 2,000 cy of non-hazardous and
hazardous soil. Also performed the masonry construction for
mine audit and stope closure and authored the after action
report.
U.S. Customs and Border Patrol (CBP) Housing Upgrades,
Alcan and Border City Stations, Alaska (2008 to 2009)
Construction Manager responsible for coordination with U.S.
Government Services Administration (GSA) and CBP to
develop scope of work, subcontractor selection, cost
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Forrest Janukajtis
7
negotiations and to provide third-party quality control
inspections for GSA Border Protection Housing Improvements.
Daegu Airbase Security Fence Hardening, USAF, Daegu,
South Korea (2008)
Construction manager for nine week effort overseeing security
fence installation. Responsibilities included coordination with
on base U.S. military and Korean military personnel; Korean
subcontractor management; and site quality, safety, and field
budget oversight.
Granite Mountain Radio Relay Station Clean Sweep,
AFCEC, Granite Mountain, Alaska (2009, 150 hours):
Site manager responsible for subcontractor oversight for the set-
up of a 25-person remote camp in support of the RRS facility
demolition effort.
Driftwood Bay Radio Relay Station (RRS) Remedial
Investigation/Feasibility Study/Record of Decision, AFCEE,
Driftwood Bay, Alaska (2006-2009, 680 hours)
Assisted Site Superintendent with project mobilization and the
setup of the 25-person remote camp. Project geologist for RI
investigation of 13 sites. Managed and lead follow up soil
removal action and EcoBondTM application field work to
implement the Record of Decision and achieve closure at 10
sites.
JBER Army Site Investigations, USACE & USAF, JBER,
Alaska (2008-2013, 345 hours).
Site manager and project geologist for various remedial
investigations, interim removal actions, and site
characterization efforts conducted at over a dozen sites, several
of which occurred on tight schedules supporting military
construction. Projects included summer and winter drilling
investigations, POL and PCB contaminated soil removal,
geophysical surveys and anomaly investigations, drum and
debris removal including unknown liquid content
characterization and disposal
Pre-WWII Tank Farm Removal Action, USACE, Dutch
Harbor, Alaska (2009, 240 Hours)
CQCSM for the excavation and removal of over 2,000 cy of
POL contaminated soil at Amaknak Island, Pre-WWII Tank
Farm. The excavation area was between two of the historical
building onsite and the approach was engineered to allow soil
excavation up against the building foundation while not
compromising building foundation stability. Responsible for
guiding soil excavation, soil sample collection, sample
management, data evaluation, waste management for off-island
transport and disposal.
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Forrest Janukajtis
8
Tanaga & Ogliuga Islands CON/HTRW Removal Actions,
USACE, Tanaga & Ogliuga Islands, Alaska (2006-2008, 300
hours)
Technical lead in the removal of containerized hazardous, toxic
waste (CON/HTRW) at these two Formerly Used Defense
Sites. Part of a team responsible for characterizing, packaging,
and removing drums with unknown contents; packaging of
transformers, batteries, and capacitors; and assisting with the
removal of soil contaminated with petroleum, tar, asphalt, and
fuel for transport and disposal. Project was awarded the 2007
USACE Celebrate Safety Award for safety performance.
North River Radio Relay Station (RRS) Remedial
Investigation, AFCEC, Unalakleet, Alaska (2007-2008, 150
hours)
Technical lead and project geologist overseeing UVOST and
drilling investigation to characterize soil and groundwater at the
former RRS.
Drury Gulch Removal Action, Kodiak, USACE, Kodiak
Alaska (2006 and 2007, 450 Hours)
Project geologist responsible for overseeing drilling for soil
sample collection to guide contaminated soil excavation
activities and data gap closure.
Buskin Beach Removal Action, USACE, Kodiak Alaska
(2007, 280 hours)
CQCSM and technical lead for the excavation of over 3,000 cy
of TCE contaminated soil at the former Buskin beach lube pits.
Project duties included directing daily excavation activities, soil
sample collection and management and authoring the after
action report. Project involved excavating around and under
active and energized powerline that required close coordination
with the local utility company.
Cold Bay High Volume Extraction, USACE, Cold Bay,
Alaska (2006-2014)
Responsible for the organization, mobilization and installation
of materials for monthly repairs and upgrades for the HVE
system in order to maintain system operation and increase
energy efficiency for fuel product recovery from groundwater.
Designed the treated water infiltration gallery system. Installed
roof perimeter fall protection and supervised installation of
spray foam roof coating.
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4/18/2022
Jessie Lee Home Work Plan Review Meeting
Attendees:
COS – Jeanette Bower, Stephen Sowell, Jason Bickling, Jodi Kurtz
ADEC – Julie Fix
Coldfoot – Rod Rodriguez, Paul Griffen
KCI – Forrest Janukajtis
1) Introductions
2) General project overview: Contaminated soil excavation at two source areas
a. Jewel Building boiler area
b. Balto Building AST containment footprint/boiler area/fuel piping/former fireplace
3) Work Plan
a. Response to Comments (RTCs) review
#10 – Site septic/sewer location/status known. Coldfoot contract was to remove piping in building
footprint up the edge of building. What, if anything, needs to be done in 2022? Julie to inquire within
ADEC and let the group know.
#11 – Forrest requested reduced soil sample analysis for the Jewel Building Boiler area as observations
and the sample result indicates contamination is likely residual to the boiler. Julie agreed to drop GRO
analysis.
b. General: KCI RTCs and Darft work plan edits sufficiently addresses ADECs concerns on
work plan. Work Plan approval letter t be issued shortly.
4) COS inquired if ADEC will have any land use restrictions for the site. Julie responded ADEC will
not have land use restrictions if the soil contamination is removed, and confirmation soil sample
results demonstrate the most stringent cleanup criteria have been met. If all the soil
contamination cannot be removed other options exist (ex. soil capping) but land use will be
restricted under Institutional Controls.
5) Fieldwork Schedule.
a. Rod planning for early June start date.
b. Forrest to inquire about container delivery and schedule
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From: Jennifer Headtke <sewardmuralsociety@gmail.com>
Subject: Benny Benson mural “Our Flag Flies in Washington”
Date: February 11, 2022 at 10:11:34 AM AKST
To: lemaster.art@gmail.com
Cc: Dot Bardarson <dotbardarson@gmail.com>, Al Sheila Lamberson
<aktreehouse@gmail.com>
Hello All,
I’ve been reading about the idea for creating a park in the area where the old Jesse Lee Home
once stood. On behalf of the Seward Mural Society, we have a mural that would fit there
perfectly and help explain the historical significance and importance to Seward, the State of
Alaska, and the country of the special place.
<image002.jpg>
The mural “Our Flag flies in Washington”, was designed by Dot Bardarson, painted by the
community, and was originally mounted on the old Elk's Club building on 5th Ave.
The mural size is 8 x 40 feet, is painted on lightweight aluminum, and could be utilized as a
perimeter or wall if needed.
A picture is worth a thousand words, as the saying goes, this one showing Benny Benson with
the Alaska Flag and the Jesse Lee Home seems like a perfect fit.
We would love to see it there, overseeing children playing…
Thanks for the consideration!
Jennifer Headtke
Seward Mural Society/Seward Arts Council
sewardmuralsociety@gmail.com
907 947-5175
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How To Virtually Attend The Meeting
1.Via Zoom https://zoom.us/j/98698902145?pwd=T1hENWFtUUF1NWtjVk9qMktRZUk0Zz09
Webinar ID 986 9890 2145 Passcode: 393774
To join the meeting by phone, call 669-900-6833 or 888-788-0099 or 877-853-5247
2.The meeting will be Live Streamed on the City' s YouTube page. Log onto YouTube and type City of Seward Alaska" into the search bar. (please note that there is a 10 second delay)
3.Watch on television. Tune into GCI Cable Channel 9. (please note there is a 4 second delay)
How To Submit Your CITIZEN COMMENTS
1. Email your written Citizen Comments to planning@cityofseward.net no later than 2: 00 p.m. on Tuesday, December 1, 2020. Identify whether you want your comments READ ALOUD at the meeting or EMAILED to the commission upon receipt. Comments requested to be read aloud will be delivered verbally to council by the planner during Citizen’s Comments. In response to your email, you should expect to receive a verification email from the planner—if you do not receive this email, please call the planner at 224-4020.
2. If you wish to be called on the telephone during the meeting to provide your comments telephonically, send an email request to the Planner along with your contact information to planning@cityofseward.net, including your full name and the telephone number you wish to have called. The planner must receive your request no later than 2:00 p.m. on December 1, 2020. Please be prepared to answer your phone starting at 7:00 p.m. In response to your email, you should expect to receive a verification email from the planner—if you do not receive this email, please call the planner at 224-4020.
All Citizen Comments will be timed and limited to three minutes. The telephone number will be called ONE time; if there is no answer, the planner will move on to the next citizen.
265
Jesse Lee Property
Memorial
PARK CONCEPT DISCUSSION
266
Jesse Lee Memorial Park
Discussion
Survey Results
Keep entire property and build Memorial with
lots of open space
Keep entire property and build Memorial with
several park features
Keep entire property and build Community
Center/ Museum Memorial with a few park
features
Keep 1/3 of the area for Memorial and sell
balance to private multi-family developer
Keep 1/2 of the area for Memorial and sell
balance to private multi-family developer
Keep minimal area for Memorial; sell balance to
private multi-family developer
Memorial Walk
Open Space/ Recreation
Green Space
Park
267
Survey Results Discussion
Q2 –Should the original site be the
location of a Jesse Lee Home
Memorial?
268
Survey Results Discussion
Q1 -How much of the area should
be a park and memorial space?
269
Survey Results Discussion
Q3 –Are there enough Multi-family
options to support the population?
270
Survey Results Discussion
Q4 –Are there enough public use
parks in the city?
271
Survey Results Discussion
Q5 –How long have respondents
been residents of Seward?
272
Memorial Options Important
Definitions
Open Space/ Recreation –
All of the Resource Management Zoning District (5142.1 Acres 54% of total acreage), Parks, Rivers, and Resurrection Bay are Open Space. Open space is all the open area of public value. This includes the visual amenity as well as the use of the land, or water for sport or recreation.
Seward has a great deal of open space which supports local tourism and draws people to the area.
The local mountains, glaciers, rivers, lakes, tidelands, and Resurrection Bay would all be considered open space for the vistas and because they provide for many opportunities for recreational activities. As well as economic opportunity for the residents as guides of many different types.
Green Space
Including the Cemeteries, Ray building Lawn, and Municipal Field off Coolidge there are 91.37 Acres of Green Space (1% of total)
Green space is land that is partly or completely covered with grass, trees, shrubs, or other vegetation. Green space includes public access parks, trails, community gardens, and cemeteries.
Parking areas such as much of the Municipal Campground area would not be counted in a green space calculation.
Municipal Parks
Seward has 65.84 Acres within the Parks Zoning District (.7% of Total)
Parks are public open space, fields, or municipal gardens, places to offer recreation and green space to residents and visitors to the city.
Design, Operation and Maintenance is generally the responsibility of the municipality.
Common features of municipal parks include
Playgrounds, Gardens, Picnic areas, Public restrooms;
Managed Trails for hiking, running, fitness, biking, etc.
Sports Fields, Courts,
Advocates claim that having parks near urban residents, including within a 10-minute walk (1/2 mile), provide multiple benefits.
Total Acres in City Limits 9567.83
273
Memorial Park
Concept Green
Space/ Pavilion
As shown this concept has a pavilion with the same area as the waterfront pavilion with lots of Green Space for residents to enjoy
Parking layouts could be adjusted, this layout has 22 Parking spots assuming the pavilion could host up to 88 people
As shown we have an area for a dog run/ park, community garden beds along the existing walking trail, and a restroom building for Memorial for the Jesse Lee Home and Residents
Parking is shown as one way angled parking with 3 handicap spaces.
Putting the restrooms in this location would require significantly less installation of utility infrastructure
Additional electric infrastructure may be required for the pavilion.
274
Memorial Park
Concept Pavilion/
Amphitheater
As shown this concept has a pavilion with the same area as the waterfront pavilion and an open air amphitheater
Parking layouts could be adjusted but would need to keep the 39 spots assuming the pavilion/ amphitheater combination could constructed to also be used as a group assembly with the capacity of 156 people
As shown we have a 32’ diameter Gazebo, an area for a dog run/ park, community garden beds along the existing walking trail, and a restroom building for Memorial for the Jesse Lee Home and Residents
Parking is shown as one way angled parking with 3 handicap spaces.
Putting the restrooms in this location would require significantly less installation of utility infrastructure
Additional restrooms and electric infrastructure may be required for the pavilion.
275
Memorial Park
Concept Pavilion/
Amphitheater -2
As shown this concept has a pavilion
with the same area as the waterfront
pavilion and an open air
amphitheater
Parking layouts could be adjusted
but would need to keep the 39 spots
assuming the pavilion/ amphitheater
combination could constructed to
also be used as a group assembly
with the capacity of 156 people
As shown we have added a
Playground the same size as by the
waterfront
276
Memorial Park
Concept
Community
Center/ Museum
Community Center, Child Care Center, or Museum built on the footprint of the Jesse Lee Home this would require an institutional zoning and land use
Parking could be adjusted but would need to keep the 39 spots for a community center that had a capacity of 156 people
As shown we have Green Space, 32’ diameter Gazebo, an area for a dog run/ park, community garden beds along the existing walking trail, and a restroom building for Memorial for the Jesse Lee Home and Residents
Parking is shown as one way angled parking with 3 handicap spaces.
Putting the restrooms in this location would require significantly less installation of utility infrastructure
The community center building would require additional restrooms and electric infrastructure.
277
Memorial Park
Concept
Community
Center/ Museum - 2
Community Center, Child Care
Center, or Museum built on the
footprint of the Jesse Lee Home this
would require an institutional zoning
and land use
Parking could be adjusted but would
need to keep the 39 spots for a
community center that had a
capacity of 156 people
As shown we have added a
Playground the same size as by the
waterfront
278
24 Unit Apartment
Complex –about
1/2 area for
Memorial
Footprints shown match the Gateway
Apartments adjacent to the south
As shown we have Green Space,
and added a 32’ diameter Gazebo,
an area for a dog run/ park, and a
restroom building for Memorial for the
Jesse Lee Home and Residents
Parking is shown as coming from
Phoenix but this location is not ideal
Putting the restrooms in this location
would require installation of more
utility infrastructure
The footprint of Gateway apartments
in nonconforming to the current
parking requirements for apartments.
The square footage of the apartment
units is smaller than in the previous 2
examples
279
24 Unit Apartment
Complex –about
1/2 area for
Memorial - 2
Footprints shown match the Gateway
Apartments adjacent to the south
As shown we have added a 32’
diameter Gazebo, Playground the
same size as by the waterfront, an
area for a dog run/ park, and a
restroom building for Memorial for the
Jesse Lee Home and Residents
Parking is shown as coming from
Phoenix but this location is not ideal
Putting the restrooms in this location
would require installation of more
utility infrastructure
The footprint of Gateway apartments
in nonconforming to the current
parking requirements for apartments.
The square footage of the apartment
units is smaller than in the previous 2
examples
280
24 Unit Apartment
Complex –about
1/3 area for
Memorial
Footprints shown match the Kimberly
Court Apartments adjacent to the
east
As shown we have added a 32’
diameter Gazebo and a restroom
building for Memorial for the Jesse
Lee Home and Residents
Parking is shown as coming from
Phoenix but this location is not ideal
Putting the restrooms in this location
would require installation of more
utility infrastructure
281
24 Unit Apartment
Complex –about
1/3 area for
Memorial - 2
Footprints shown match the Kimberly
Court Apartments adjacent to the
east
As shown we have added a 32’
diameter Gazebo, Playground the
same size as by the waterfront, and a
restroom building for Memorial for the
Jesse Lee Home and Residents
Parking is shown as coming from
Phoenix but this location is not ideal
Putting the restrooms in this location
would require installation of more
utility infrastructure
282
30 Unit Apartment
Complex –Small
area for Memorial
Footprints shown match the Pacific
Park Apartments south across
Phoenix Road
As shown we have added a 32’
diameter Gazebo and restroom
building for Memorial for the Jesse
Lee Home and Residents
The parking should come off Benson
so some efficiency could be gained
by combining the utility access with
parking
Parking would need to be shared
with the apartments in this format so
there would need to be a shared use
agreement with any developer that
wanted to develop the site
Utility easement and access shown
must remain
Putting the restrooms in this location
would require installation of more
utility infrastructure
283
Comments/ Discussion
This is our first presentation using the Zoom Platform, in zoom you will be able to make comments but you will have to signal you want to
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Once you have joined the call follow the telephone directions for comments
284
From:Naneth Ambrosiani
To:Stephen Sowell
Subject:FW: 19-RR-004 -Jesse Lee Property
Date:Tuesday, March 15, 2022 8:21:58 AM
See email below.
From: Naneth Ambrosiani
Sent: Wednesday, November 10, 2021 3:28 PM
To: Stephen Sowell <ssowell@cityofseward.net>; Janette Bower <jbower@cityofseward.net>; Jason
Bickling <jbickling@cityofseward.net>
Subject: FW: 19-RR-004 -Jesse Lee Property
Hello, below is an email confirmation from the granting agency. So the City can do most of anything
as long as it is "dedicated to public purpose."
Please let me know if you need more information.
Thanks,
Naneth
From: Bourne, Pauletta A (CED) <pauletta.bourne@alaska.gov>
Sent: Wednesday, November 10, 2021 3:15 PM
To: Naneth Ambrosiani <nambrosiani@cityofseward.net>; Mason, Jeanine L (CED)
<jeanine.mason@alaska.gov>
Subject: RE: 19-RR-004 Closeout Notice
External Email: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Good afternoon Naneth,
You’re correct, the agreement does not indicate or limit the use of the vacant space previously
occupied by the Jesse Lee Home, as long as the site is “dedicated to public purpose”.
Thanks,
Pauletta
Pauletta Bourne, Grant Administrator III
DCRA Grants & Funding
(907) 451-2721
From: Naneth Ambrosiani <nambrosiani@cityofseward.net>
Sent: Wednesday, November 10, 2021 1:09 PM
To: Mason, Jeanine L (CED) <jeanine.mason@alaska.gov>; Bourne, Pauletta A (CED)
<pauletta.bourne@alaska.gov>
285
Subject: RE: 19-RR-004 Closeout Notice
Hi,
Now that the grant is closed. I don't see in the agreement that limits the City of Seward what to
build. If there is, could you please let me know where in the contract? Article 31 says "dedicated to
public purposes." Can the City build a sports/community complex, low-income housing, etc.? Aside
from the dog park and memorial park? Hope to hear you soon.
Thanks,
Naneth
907-224-4063
From: Mason, Jeanine L (CED) <jeanine.mason@alaska.gov>
Sent: Thursday, September 23, 2021 11:52 AM
To: Sam Hickok <shickok@cityofseward.net>
Cc: Naneth Ambrosiani <nambrosiani@cityofseward.net>
Subject: 19-RR-004 Closeout Notice
External Email: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.Hello,Attached is the closeout notice for City of Seward’s grant 19-RR-004 for your file.Best, Jean Mason, GAIIDCCED – DCRA – CAA TeamPO Box 110809Juneau, AK 99811-0809Ph. 907.465.5647; Fax 907.465.4761https://www.commerce.alaska.gov/web/dcra/grantandfunding.aspx
286
1 4/19/2022 5:00 PMCouncil Calendar
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