DERR-2024-005269

2410 WEST CALIFORNIA AVENUE • SALT LAKE CITY, UTAH 84104
PHONE [phone] • FAX [phone]
Website: www.wasatch-environmental.com • e-Mail: [e-mail]
Mr. Bill Christy November 30, 2023
GrayMar Environmental Services Project No.: 2665-002A
1830 West Highway 112
Tooele, Utah 84074

SUBJECT: Additional Limited Subsurface Investigation Report
North Salt Lake FedEx
720 North Franklin Parkway
North Salt Lake, Utah
Facility ID: 3000515
Incident No.: 16079

Wasatch Environmental, Inc., (Wasatch) has completed additional limited subsurface investigation (LSI)
activities at the FedEx property (Site), located at 720 North Franklin Parkway in North Salt Lake, Utah.
The investigation activities included the completion of six borings at the Site that facilitated the collection
and analysis of soil and groundwater samples.

BACKGROUND

On January 10, 2023, approximately 30 gallons of diesel fuel was released from a FedEx Ground
receptor containment area due to an unknown cause. The discharged diesel fuel impacted the on-Site
retention pond and the soil banks of the pond.

On January 10, 2023, FedEx Ground retained Emergency Response and Training Solutions (ERTS) to
manage and oversee environmental operations. FedEx Ground dispatched Clean Harbors to conduct
emergency response actions. ERTS later dispatched GrayMar Environmental Services to complete the
remedial actions.

On January 10, 2023, ERTS notified the Utah Department of Environmental Quality of the release. Mr.
Dan Riddle received the call and was issued reference number 16079.

From January 2023 through March 2023, Clean Harbors and GrayMar Environmental Services personnel
removed approximately 28,356 gallons of impacted water from the pond area and approximately 61.17
tons of impacted solid materials (including soil, absorbent materials, and personal protective equipment).
These wastes were disposed of at the Wasatch Regional Landfill or Clean Harbors facility located in
Grantsville, Utah.

ERTS submitted a Corrective Action Final Report dated May 19, 2023, to the Utah Division of
Environmental Response and Remediation (DERR).

Upon review of the ERTS May 2023 report, the Utah DERR requested that additional sampling be
completed to verify that the corrective actions have been completed properly at the Site. GrayMar
Environmental Services contracted with Wasatch to complete the sampling requested by DERR.

Wasatch contacted Ms. Hillary Mason, the assigned project manager with the DERR Leaking
Underground Storage Tank (LUST) group, to discuss the scope of the requested sampling. Ms. Mason
stated that additional sampling would be needed adjacent to the GrayMar Environmental Services
excavation area to verify remedial activities that were completed sufficiently reduced contaminants
resulting from this release.

Wasatch Environmental Inc.
Page 2
On June 30, 2023, Wasatch completed five borings at the Site that facilitated the collection and analysis
of soil and groundwater samples at the Site. Based on data from that sampling event, Wasatch
concluded the following:

• Soil sample GP-5 (15’) exhibited total petroleum hydrocarbons as diesel-range organics (TPH-
DRO) concentration that exceeds the applicable Utah Initial Screening Level (ISL) and the Utah
Risk-Based Corrective Action (RBCA) Tier I Screening Level. No other petroleum hydrocarbons
were detected in the soil samples, except for naphthalene which was detected below the
applicable Utah ISL.

• Groundwater samples GP-3, GP-4, and GP-5 exhibited TPH-DRO concentrations that slightly
exceeded the applicable Utah ISL, but were below the Utah RBCA Tier I Screening Levels. No
other petroleum hydrocarbons were detected in the groundwater samples.

• Based on the method of the release (surface release) and our soil boring observations lacking the
visible signs of a recent diesel release, it was Wasatch’s opinion that the soil excavation activities
completed at the Site did remediate the soil impacts resulting from the 30-gallon diesel release in
the retention pond area. However, the elevated TPH-DRO in soil concentration detected at 15
feet below ground surface (bgs) in boring GP-5 indicated a potential that historical (highly
degraded) TPH-DRO impacts are present in this area and are likely resulting in the observed
TPH-DRO concentrations in groundwater detected in groundwater samples GP-3, GP-4, and GP-
5.

• Based on the totality of the environmental data collected from the Site at that time, it was
Wasatch’s opinion that the nature, degree, and extent of the petroleum hydrocarbon impacts in
the area of GP-5 at the Site had not been sufficiently characterized. Therefore, additional
investigation was recommended at that time.

OBJECTIVE

The objective of this work was to further evaluate the petroleum hydrocarbon impacts at the release site.

METHODOLOGY

Soil Sampling

On October 30, 2023, Wasatch Staff Geologist Jake Scott, P.G., directed Direct Push Services, the
drilling subcontractor, while they advanced six borings (GP-6 through GP-11) using a GeoProbe 7822 DT
drill rig.

Prior to commencing with the drilling activities, Wasatch completed a Utah Blue Stake underground
clearance ticket for the proposed drilling area.

All borings were advanced to a final depth of 20 feet bgs, except for boring GP-6 which was completed to
a depth of 30 feet bgs. The soil borings were advanced in 5-foot increments using the direct-push drill rig
using both direct-push drilling techniques. Soil cores were collected from 5-foot long by 1.5-inch diameter
discrete interval push samplers equipped with disposable polybutyrate liners. The soil cores were field
logged by an experienced geologist, which included a description of color, moisture content, consistency,
odor, staining, and soil type based on the Unified Soil Classification System. Soil cores were field
screened for the presence of volatile organic compounds (VOCs) using a MultiRae 3000, parts per million
(ppm) range PID.

Two soil samples were collected from each boring. The upper soil sample was collected at the depth
interval exhibiting the highest degree of impacts based on field observations (i.e., soil staining, petroleum

Wasatch Environmental Inc.
Page 3
odors, and photoionization detector [PID] readings). The lower soil sample was biased to the depth
interval where indications of contamination appear to cease, to define the vertical extent of impacts to
soil. If no indication of impacts were observed, the upper soil sample was collected from just above the
saturated and vadose zone interface and the lower soil sample was collected from the bottom of the
boring, except for boring GP-6 completed adjacent to the previous GP-5 boring where the upper soil
sample was collected at the previously sampled depth (15’) and the lower sample collected at the bottom
of the boring or below the apparent contamination. All soil samples were dispensed into 4-ounce glass
jars using gloved hands and immediately placed into an iced cooler. The sample containers were labeled
with the sample location, sample identification, date, and time of sample collection. All soil samples were
delivered under chain-of-custody protocol to Chemtech-Ford Laboratories (CF), a Utah-Certified analytical
laboratory, for analysis of benzene, toluene, ethylbenzene, total xylenes, and naphthalene (BTEXN) by
United States Environmental Protection Agency (U.S. EPA) Method 8260D, TPH-DRO fractionation using
U.S. EPA Method 8270E (only for the GP-6 boring 15-foot sample), and TPH-DRO using U.S. EPA
Method 8015D. See Figure 1 for boring locations.

Groundwater Sampling

Groundwater sampling was conducted in conjunction with the boring activities. One groundwater sample
was collected from each boring. After completion of the borings, a groundwater sample was collected
using a temporary stainless-steel well-point, a peristaltic pump, and disposable, low-density polyethylene
tubing. Groundwater was initially purged to reduce the turbidity of the samples and then was dispensed
into laboratory-supplied, 40-milliliter capacity, glass vials with Teflon® septa caps. Sample vials collected
for BTEXN analysis contained several drops of hydrochloric acid as a preservative. The sample vials
collected for total TPH-DRO were unpreserved. The vials were filled slowly until a meniscus formed at
the top of each vial, then each vial was sealed with a septa cap. This procedure eliminates headspace
within the vials and minimizes the loss of volatiles. The sample containers were labeled with the sample
location, sample identification, date, and time of sample collection. All groundwater samples were
immediately placed on ice in a sample cooler and delivered under chain-of-custody protocol to CF, for
analysis of BTEXN using U.S. EPA Method 8260D, TPH-DRO fractionation using U.S. EPA Method
8270E (only for the GP-6 sample), and TPH-DRO using U.S. EPA Method 8015D.

Following the sample collection activities, all borings were backfilled with bentonite pellets, hydrated with
potable water to seal the borings, and patched to match the existing ground surface. See Appendix A for
a photolog of the field activities.

RESULTS

Soil Sampling

Soils at the Site generally consist of sandy gravel fill (GP), silty clay/clay (CL), and some sandy silt (ML).
Boring logs are presented in Appendix B. Depth to groundwater ranged from approximately 10 to 15.5
feet. No soil staining, elevated PID readings, or petroleum odors that would be indicative of a release
were observed in any of the borings.

Table 1 presents the soil analytical data. For comparison purposes, Table 1 shows the applicable Utah
ISLs and Utah RBCA Tier I Screening Levels for petroleum hydrocarbon constituents. The Utah ISLs are
intended for use at underground storage tank (UST) sites to achieve unrestricted land use criteria, and
the Utah RBCA Tier I Screening Levels may be applied at release sites where potential receptors
(utilities, property boundaries, surface water, buildings, etc.) are located beyond the DERR-specified
minimum distances from the impacts and the property is not used for residential uses or house sensitive
receptors (childcare facility, convalescent housing, etc.). Additionally, the TPH-DRO fractionation data
were compared to site-specific cleanup levels (SSCLs) calculated using the Utah DERR RBCA Tier 2
Risk Assessment Calculator (version 1.2), see Appendix C. The analytical laboratory report, including
chain-of-custody documentation, is presented in Appendix D.

Wasatch Environmental Inc.
Page 4
TPH-DRO and BTEXN were not detected in any of the soil samples.

Soil sample GP-6 (15’) exhibited the following TPH-DRO fractionated concentrations: C11-C12 aliphatic
hydrocarbons (0.30 milligrams per kilogram [mg/kg]), C13-C16 aliphatic hydrocarbons (0.28 mg/kg), C17-
C21 aliphatic hydrocarbons (1.41 mg/kg), and C22-C35 aliphatic hydrocarbons (5.84 mg/kg). None of
these detections exceed any of the SSCLs.

Groundwater Sampling

Table 2 presents the groundwater analytical data. For comparison purposes, Table 2 shows the
applicable Utah ISLs and RBCA Tier I Screening Levels for petroleum hydrocarbon constituents.
Additionally, the TPH-DRO fractionation data were compared to SSCLs calculated using the Utah DERR
RBCA Tier 2 Risk Assessment Calculator (version 1.2), see Appendix C. The analytical laboratory report,
including chain-of-custody documentation, is presented in Appendix D.

No sheens or petroleum odors were observed in the purge water from any of the groundwater sample
locations.

TPH-DRO and BTEXN were not detected in any of the groundwater samples.

Groundwater sample GP-6 exhibited the following TPH-DRO fractionated concentrations: C11-C12
aliphatic hydrocarbons (0.371 milligrams per liter [mg/L]), C13-C16 aliphatic hydrocarbons (0.203 mg/L),
C17-C21 aliphatic hydrocarbons (1.030 mg/L), and C22-C35 aliphatic hydrocarbons (2.970 mg/L). None
of these detections exceed any of the SSCLs.

CONCLUSIONS AND RECOMMENDATIONS

Wasatch successfully completed six borings that facilitated the collection and analysis of soil and
groundwater samples from the Site.

No field indications of a release (i.e., soil staining, petroleum odors, or elevated PID readings) were
observed within any of the soil borings. Groundwater was encountered at depths ranging from 10 to 15.5
feet bgs in the locations sampled.

TPH-DRO and BTEXN were not detected in any of the soil or groundwater samples. Additionally, none of
the detected fractionation data exceeded the calculated SSCLs.

Given that the GP-6 (15’) soil sample, a replicate sample of the GP-5 (15’) soil sample, did not detect any
petroleum hydrocarbon constituents (other than the fractionated data at trace concentrations) and that no
petroleum hydrocarbon constituents (other than the fractionated data at trace concentrations) we
detected in groundwater, it is Wasatch’s opinion that the soil impacts in this area are likely extremely
limited in areal extent and are considered to be de minimis in nature.

Based on the totality of the environmental data collected from the Site, it is Wasatch’s opinion that the
nature, degree, and extent of the petroleum hydrocarbon impacts in the release area have been
sufficiently defined and appear to be de minimis in nature. Given this, Wasatch requests that the Utah
DERR grant regulatory closure of this release at this time.

Our services consist of professional opinions and recommendations made in accordance with generally
accepted environmental engineering principles and practices. This warranty is in lieu of all other
warranties either expressed or implied.

Should you have any questions, please do not hesitate to contact us.

Wasatch Environmental Inc.
Page 5
Sincerely,

WASATCH ENVIRONMENTAL, INC.

Blake Downey, P.G.
Senior Project Hydrogeologist
UST Consultant: CC0268

FIGURE

Figure 1 – Boring Location Map

TABLES

Table 1 – Soil Analytical Data
Table 2 – Groundwater Analytical Data

APPENDICES

Appendix A – Photolog
Appendix B – Boring Logs
Appendix C – DERR SSCL Documentation
Appendix D – Laboratory Analytical Report

Figure

The use or reuse of this information is restricted to the referenced document unless otherwise authorized.
Wasatch Environmental Copyright 2006
NORTH SALT LAKE FEDEX WEI 2665-002A
Boring Location Map Figure 1
FedEx Facility
Retention Pond Area
1 inch = 45 feet
Previous Boring Location
LEGEND
Pipe Discharge
Approximate Excavation Area
Approximate Site Boundary
GP-1
GP-2 GP-3
GP-4
GP-5
Boring Location
GP-6
GP-7
GP-8GP-9
GP-10GP-11

Data Tables

Sample
Identification
Sample
Type
Depth
(feet)
PID
Reading
(ppm)
Sample
Collection
Date
TP
H
-
D
R
O
Be
n
z
e
n
e
To
l
u
e
n
e
Et
h
y
l
b
e
n
z
e
n
e
To
t
a
l

X
y
l
e
n
e
s
Na
p
h
t
h
a
l
e
n
e
MT
B
E
C1
1
-
C
1
2

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
C1
3
-
C
1
6

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
C1
7
-
C
2
1

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
C2
2
-
C
3
5

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
GP-1 (15')Grab 15 0.0 6/30/2023 <64 <0.002 <0.006 <0.006 <0.006 <0.006 <0.002 NA NA NA NA
GP-2 (15')Grab 15 0.0 6/30/2023 <64 <0.003 <0.006 <0.006 <0.006 <0.006 <0.003 NA NA NA NA
GP-3 (6'')Grab 0.5 0.0 6/30/2023 <65 <0.003 <0.007 <0.007 <0.007 <0.007 <0.003 NA NA NA NA
GP-3 (15')Grab 15 0.0 6/30/2023 <65 <0.002 <0.006 <0.006 <0.006 <0.006 <0.002 NA NA NA NA
GP-4 (15')Grab 15 0.0 6/30/2023 <63 <0.002 <0.005 <0.005 <0.005 0.007 <0.002 NA NA NA NA
GP-5 (6'')Grab 0.5 2.9 6/30/2023 <59 <0.002 <0.006 <0.006 <0.006 <0.006 <0.002 NA NA NA NA
GP-5 (15')Grab 15 0.0 6/30/2023 7,720 <0.002 <0.005 <0.005 <0.005 <0.005 <0.002 NA NA NA NA
GP-6 (15')Grab 15 0.0 10/30/2023 <65 <0.01 <0.03 <0.03 <0.03 <0.03 NA 0.30 0.28 1.41 5.84
GP-6 (30')Grab 30 0.0 10/30/2023 <61 <0.002 <0.005 <0.005 <0.005 <0.005 NA NA NA NA NA
GP-7 (10')Grab 10 0.0 10/30/2023 <64 <0.01 <0.03 <0.03 <0.03 <0.03 NA NA NA NA NA
GP-7 (20')Grab 20 0.0 10/30/2023 <66 <0.01 <0.04 <0.04 <0.04 <0.04 NA NA NA NA NA
GP-8 (10')Grab 10 0.0 10/30/2023 <65 <0.002 <0.006 <0.006 <0.006 <0.006 NA NA NA NA NA
GP-8 (20')Grab 20 0.0 10/30/2023 <71 <0.003 <0.008 <0.008 <0.008 <0.008 NA NA NA NA NA
GP-9 (10')Grab 10 0.0 10/30/2023 <65 <0.002 <0.006 <0.006 <0.006 <0.006 NA NA NA NA NA
GP-9 (20')Grab 20 0.0 10/30/2023 <65 <0.002 <0.006 <0.006 <0.006 <0.006 NA NA NA NA NA
GP-10 (10')Grab 10 0.0 10/30/2023 <63 <0.002 <0.005 <0.005 <0.005 <0.005 NA NA NA NA NA
GP-10 (20')Grab 20 0.0 10/30/2023 <63 <0.003 <0.007 <0.007 <0.007 <0.007 NA NA NA NA NA
GP-11 (10')Grab 10 0.0 10/30/2023 <63 <0.002 <0.006 <0.006 <0.006 <0.006 NA NA NA NA NA
GP-11 (20')Grab 20 0.0 10/30/2023 <64 <0.002 <0.006 <0.006 <0.006 <0.006 NA NA NA NA NA
500 0.2 9 5 142 51 0.3 ------------
5,000 0.9 25 23 142 51 0.3 ------------
NOTES:
< = Concentration was below the laboratory reporting limit.
Bold Red = Measured concentration exceeds the Utah Initial Screening Level.
= Measured concentraiton exceeds the applicable Utah RBCA Tier 1 Screening Level.
RBCA = Risk-Based Corrective Action.
PID = Photoionization detector.
ppm = Parts per million.
NA = Not analyzed.
Utah Initial Screening Levels
Utah RBCA Tier 1 Screening Levels
Table 1
Soil Analytical Data
North Salt Lake FedEx
North Salt Lake, Utah
all concentrations are reported in milligrams per kilogram (mg/kg)
720 North Franklin Parkway
Sample
Identification
Depth to
Water
(feet)
Sample
Interval
(feet)
Sample
Collection
Date
TP
H
-
D
R
O
Be
n
z
e
n
e
To
l
u
e
n
e
Et
h
y
l
b
e
n
z
e
n
e
To
t
a
l

X
y
l
e
n
e
s
Na
p
h
t
h
a
l
e
n
e
MT
B
E
C1
1
-
C
1
2

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
C1
3
-
C
1
6

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
C1
7
-
C
2
1

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
C2
2
-
C
3
5

Al
i
p
h
a
t
i
c

Hy
d
r
o
c
a
r
b
o
n
s
GP-1 15 16 - 20 6/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 <0.005 NA NA NA NA
GP-2 15 16 - 20 6/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 <0.005 NA NA NA NA
GP-3 14 16 - 20 6/30/2023 1.7 <0.005 <0.012 <0.012 <0.012 <0.012 <0.005 NA NA NA NA
GP-4 15 16 - 20 6/30/2023 1.8 <0.005 <0.012 <0.012 <0.012 <0.012 <0.005 NA NA NA NA
GP-5 15 16 - 20 6/30/2023 2.3 <0.005 <0.012 <0.012 <0.012 <0.012 <0.005 NA NA NA NA
GP-6 10 16 - 20 10/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 NA 0.371 0.203 1.030 2.970
GP-7 10 16 - 20 10/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 NA NA NA NA NA
GP-8 10 16 - 20 10/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 NA NA NA NA NA
GP-9 10 16 - 20 10/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 NA NA NA NA NA
GP-10 15.5 16 - 20 10/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 NA NA NA NA NA
GP-11 15.5 16 - 20 10/30/2023 <1.0 <0.005 <0.012 <0.012 <0.012 <0.012 NA NA NA NA NA
1 0.005 1 0.7 10 0.7 0.2 ------------
10 0.3 3 4 10 0.7 0.2 ------------
NOTES:
< = Concentration was below the laboratory reporting limit.
Bold Red = Measured concentration exceeds the Utah Initial Screening Level.
= Measured concentraiton exceeds the applicable Utah RBCA Tier 1 Screening Level.
RBCA = Risk-Based Corrective Action.
NA = Not analyzed.
Utah Initial Screening Levels
Utah RBCA Tier 1 Screening Levels
Table 2
Groundwater Analytical Data
North Salt Lake FedEx
North Salt Lake, Utah
all concentrations are reported in milligrams per liter (mg/L)
720 North Franklin Parkway

Appendix A
Photolog

Photo 1 – GP-6 location Photo 2 – GP-6 core
Photo 3 – GP-7 location Photo 4 – GP-8 core
Photo 5 – GP-8 core Photo 6 – GP-9 location
Photo 7 – GP-9 core Photo 8 – GP-10 location
Photo 9 – GP-10 core Photo 12 – GP-11 location
Photo 11 – Typical abandoned borehole

Appendix B
Boring Logs

DEPTH TO GROUNDWATER: 15’
BORING NO.: GP-1
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah

Brown GP
REFERENCE ELEVATION: Ground Surface
Silty Clay (6”-19.5’): low to moderate-plasticity, moist
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DATE DRILLED: June 30, 2023
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
Loose
Brown Medium
Stiff
CL
Sandy Gravel (0’-6”): small to medium sub-rounded
gravel, fine to coarse-grained sand, some silt, moist
LOGGED BY: Jake Scott
Clay (19.5-20’): high-plasticity, saturated Dark
Gray
SoftCH
PI
D

(
p
p
m
)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
PROJECT NO.: 2665-002
End of Boring
temporary
piezometer
screen
set 16’-20’
0.0
0.0
0.0
0.0
0.0
Soil sample collected @ 15’
DEPTH TO GROUNDWATER: 15’
BORING NO.: GP-2
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
DATE DRILLED: June 30, 2023
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002
temporary
piezometer
screen
set 16’-20’

Brown ML
Silty Clay (5’-20’): moderate-plasticity, mottled red iron
staining throughout, moist, saturated at 15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Medium
Dense
Brown/
Green
Medium
Stiff/
Stiff
CL
Sandy Silt (0’-5’): fine-grained, trace clay, non-plastic,
moist
Soil sample collected @ 15’
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
End of Boring
0.0
0.0
0.0
0.0
0.0
DEPTH TO GROUNDWATER: 14’
BORING NO.: GP-3
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 15’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
DATE DRILLED: June 30, 2023
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002
temporary
piezometer
screen
set 16’-20’
Silty Clay (4”-15’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 14’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Brown/
Gray
StiffCL
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
End of Boring

Gray GP LooseSandy Gravel (0’-4”): small to medium sub-angular to
angular gravel, fine to coarse-grained sand, wet
Soil sample collected @ 15’
Soil sample collected @ 6”
DEPTH TO GROUNDWATER: 15’
BORING NO.: GP-4
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Description and Remarks Color
Soil
Type Consist.De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
DATE DRILLED: June 30, 2023
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002
temporary
piezometer
screen
set 16’-20’
End of Boring
Silty Clay (0’-5’): moderate-plasticity, some fine-grained
sand, moist 1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

Gray/
Brown
CL Medium
Stiff
Soil sample collected @ 15’
Silty Clay (5’-10’): moderate-plasticity, mottled red iron
staining throughout, moist
Gray/
Brown
Medium
Stiff
CL
No Recovery (10’-15’)
Silty Clay (15’-20’): moderate-plasticity, saturated Brown Medium
Stiff
CL
DEPTH TO GROUNDWATER: 15’
BORING NO.: GP-5
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
DATE DRILLED: June 30, 2023
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002
temporary
piezometer
screen
set 16’-20’
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Tan Medium
Stiff
CL
0.0
1.3
0.2
0.0
0.0
0.2
0.3
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 15’
Soil sample collected @ 6”
End of Boring
2.9
DEPTH TO GROUNDWATER: 10’
BORING NO.: GP-6
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 30’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002A
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
Tan Medium
Stiff
CL

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 15’
Soil sample collected @ 6”
DATE DRILLED: October 30, 2023
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0Soil sample collected @ 30’
temporary
piezometer
screen
set 16’-20’
DEPTH TO GROUNDWATER: 10’
BORING NO.: GP-7
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002A
temporary
piezometer
screen
set 16’-20’
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Tan Medium
Stiff
CL

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 6”
End of Boring
DATE DRILLED: October 30, 2023
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
DEPTH TO GROUNDWATER: 10’
BORING NO.: GP-8
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002A
temporary
piezometer
screen
set 16’-20’
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Tan Medium
Stiff
CL

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 6”
End of Boring
DATE DRILLED: October 30, 2023
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
DEPTH TO GROUNDWATER: 10’
BORING NO.: GP-9
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002A
temporary
piezometer
screen
set 16’-20’
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Tan Medium
Stiff
CL

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 6”
End of Boring
DATE DRILLED: October 30, 2023
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
DEPTH TO GROUNDWATER: 15.5’
BORING NO.: GP-10
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002A
temporary
piezometer
screen
set 16’-20’
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Tan Medium
Stiff
CL

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 6”
End of Boring
DATE DRILLED: October 30, 2023
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
DEPTH TO GROUNDWATER: 15.5’
BORING NO.: GP-11
REFERENCE ELEVATION: Ground Surface
DRILL RIG: Geoprobe7822 DT
TOTAL DEPTH: 20’
DESCRIPTION AND CLASSIFICATION
Soil
Type De
p
t
h

(
f
e
e
t
)
Sa
m
p
l
e
r
Bl
o
w
s
/
F
o
o
t
Wat
e
r

L
e
v
e
l
Well
Construction
WELL LOG
Environmental Science and Engineering
LOGGED BY: Jake Scott
PI
D

(
p
p
m
)
DATE DRILLED: October 30, 2023
North Salt Lake Fedex
720 North Franklin Parkway
North Salt Lake, Utah
PROJECT NO.: 2665-002A
temporary
piezometer
screen
set 16’-20’
Description and Remarks Color Consist.
Silty Clay (1’-20’): low to moderate-plasticity, mottled red
iron staining throughout, moist, saturated at 15’
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Tan Medium
Stiff
CL

Red/
Brown
SP Medium
Dense
Gravelly Sand (0’-1’): fine to coarse-grained, small to
medium sub-rounded gravel, trace silt and clay, non-
plastic, moist
Soil sample collected @ 6”
End of Boring
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

Appendix C
DERR SSCL Documentation

Page 1 of 3
SSCL Calculator Prepared for:SSCL Calculator Prepared by:
Site name:
Site address:
Facility ID:
Release ID:
Contact name:
Contact phone:
Contact e-mail:
Site-Specific Cleanup Levels* for Residential/ Unknown Receptors
Air Groundwater Soil
SSCLair SSCLwing SSCLwesp SSCLwamb SSCLs-leach SSCLsesp SSCLsamb SSCLss
(See Eq. D.1)(See Eq. D.2)(See Eq. D.3)(See Eq. D.4)(See Eq. D.5)(See Eq. D.6)(See Eq. D.7)(See Eq. D.8)
Air Groundwater Groundwater Groundwater Subsurface soil Subsurface soil Subsurface soil Surface Soil
Inhalation Ingestion Indoor air
(enclosed space)
vapor inhalation
Outdoor air
(ambient) vapor
inhalation
Leaching to
groundwater
(groundwater
ingestion)
Indoor air
(enclosed space)
vapor inhalation
Outdoor air
(ambient) vapor
inhalation
Ingestion of soil,
inhalation of
vapors and
particles, and
dermal contact
µg/m3 air µg/m3 air mg/L water mg/L water mg/L water mg/L water mg/kg soil mg/kg soil mg/kg soil mg/kg soil mg/kg soil
Benzene (71-43-2)c 4.93E-01 9.87E-03 2.23E+00 2.44E+03 6.96E-03 2.46E-01 8.19E+01 6.39E+00
Toluene (108-88-3)nc 7.31E+03 8.18E+00 3.51E+04 4.09E+07 1.19E+01 6.32E+03 2.11E+06 5.44E+03
Ethylbenzene (100-41-4)nc 1.48E+03 1.02E+01 7.51E+03 9.08E+06 2.99E+01 2.26E+03 7.55E+05 6.75E+03
Xylenes (1330-20-7)nc 1.48E+02 2.04E+01 7.20E+02 8.06E+05 6.43E+01 3.30E+02 1.10E+05 1.13E+04
Naphthalene (91-20-3)nc 4.39E+00 2.04E+00 1.09E+02 4.14E+04 8.92E+00 2.37E+02 7.89E+04 3.48E+03
MTBE (1634-04-04)nc 4.38E+03 5.11E-01 3.22E+04 6.92E+06 1.76E-01 6.36E+03 2.12E+06 3.41E+02
Alkyl benzenes (C9-C10)
[average values]nc 3.07E+02 4.09E+00 1.62E+03 1.95E+06 2.63E+01 1.10E+03 3.65E+05 2.67E+03
Alkyl naphthalenes (C11-C13)
[average values]nc 3.07E+02 4.09E+00 7.19E+03 2.78E+06 1.41E+02 1.22E+05 4.05E+07 2.05E+04
Total PAHs (C12-C22)
[average values]nc 1.53E+02 3.07E+00 5.67E+02 4.73E+05 9.33E+02 4.85E+04 1.62E+07 1.52E+04
Aliphatics (C5-C6)
[Hexane (110-54-3)]nc 3.07E+02 6.13E+00 1.21E+03 1.72E+06 5.19E+01 1.04E+01 3.47E+03 3.97E+03
Aliphatics (C7-C8)
[Heptane (142-82-5)]nc 3.07E+02 6.13E+00 1.46E+03 2.08E+06 1.54E+02 2.11E+01 7.04E+03 3.97E+03
Aliphatics (C9-C10)
[Nonane (111-84-2)]nc 1.48E+03 1.02E+01 8.24E+03 1.17E+07 1.77E+03 3.51E+02 1.17E+05 6.75E+03
Aliphatics (C11-C12)
[Undecane (1120-21-4)]nc 1.48E+03 1.02E+01 9.36E+03 1.34E+07 0.371 GP-6 1.58E+04 4.39E+03 1.46E+06 6.75E+03 0.3 GP-6
Aliphatics (C13-C16)
[Hexadecane (544-76-3)]nc 1.48E+03 1.02E+01 1.08E+04 1.54E+07 0.203 GP-6 2.47E+05 7.99E+04 2.66E+07 6.79E+03 0.28 GP-6
Aliphatics (C17-C21)
[Heptadecane (629-78-7)]nc 1.02E+04 2.04E+02 8.92E+04 1.27E+08 1.03 GP-6 3.95E+08 7.72E+07 2.57E+10 1.36E+05 1.41 GP-6
Aliphatics (C22-C35)
[Heptadecane (629-78-7)]nc 1.02E+04 2.04E+02 8.92E+04 1.27E+08 2.97 GP-6 3.95E+08 7.72E+07 2.57E+10 1.36E+05 5.84 GP-6
Blake Downey
C-0268
Wasatch Environmental
435-760-8269
[e-mail]
Date prepared:11/20/2023
North Salt Lake FedEx
North Sale Lake, Utah
Soil
Comments
(e.g. Sample ID,
Sample Depth,
Sample Date, etc.)
Highest
Soil
Concentrations
Remaining at the
Site
Name:
Company, Agency, other:
Phone:
E-mail:
UST Consultant Cert. #:
Highest
Air
Concentrations
Remaining at the
Site
Air
Comments
(e.g. Sample ID,
Sample Date, etc.)
Groundwater Comments
(e.g. Sample ID,
Sample Date, etc.)Chemical Name (CAS #)
Pr
i
m
a
r
y

C
h
e
m
i
c
a
l
s

o
f

C
o
n
c
e
r
n
To
t
a
l

P
e
t
r
o
l
e
u
m

H
y
d
r
o
c
a
r
b
o
n

F
r
a
c
t
i
o
n
s
Highest
Groundwater
Concentrations
Remaining at the
Site
DERRsRBCASSCCalculatorv Page 1 of 3
11/27/2023
8:08 AM
Page 2 of 3
Site-Specific Cleanup Levels* for Residential/ Unknown Receptors
Air Groundwater Soil
SSCLair SSCLwing SSCLwesp SSCLwamb SSCLs-leach SSCLsesp SSCLsamb SSCLss
(See Eq. D.1)(See Eq. D.2)(See Eq. D.3)(See Eq. D.4)(See Eq. D.5)(See Eq. D.6)(See Eq. D.7)(See Eq. D.8)
Air Groundwater Groundwater Groundwater Subsurface soil Subsurface soil Subsurface soil Surface Soil
Inhalation Ingestion Indoor air
(enclosed space)
vapor inhalation
Outdoor air
(ambient) vapor
inhalation
Leaching to
groundwater
(groundwater
ingestion)
Indoor air
(enclosed space)
vapor inhalation
Outdoor air
(ambient) vapor
inhalation
Ingestion of soil,
inhalation of
vapors and
particles, and
dermal contact
µg/m3 air µg/m3 air mg/L water mg/L water mg/L water mg/L water mg/kg soil mg/kg soil mg/kg soil mg/kg soil mg/kg soil
Soil
Comments
(e.g. Sample ID,
Sample Depth,
Sample Date, etc.)
Highest
Soil
Concentrations
Remaining at the
Site
Highest
Air
Concentrations
Remaining at the
Site
Air
Comments
(e.g. Sample ID,
Sample Date, etc.)
Groundwater Comments
(e.g. Sample ID,
Sample Date, etc.)Chemical Name (CAS #)

Highest
Groundwater
Concentrations
Remaining at the
Site
Acenaphthylene (208-96-8)nc 1.53E+02 3.07E+00 1.42E+04 3.05E+06 4.19E+01 1.11E+05 3.71E+07 1.54E+04
Acenaphthene (83-32-9)nc 8.69E+01 6.13E+00 6.63E+03 1.50E+06 7.23E+01 4.44E+04 1.48E+07 2.86E+04
Fluorene (86-73-7)nc 5.62E+01 4.09E+00 5.81E+03 1.20E+06 7.82E+01 6.42E+04 2.14E+07 1.96E+04
Phenanthrene (85-01-8)nc 1.53E+02 3.07E+00 2.34E+04 4.48E+06 1.21E+02 5.41E+05 1.80E+08 1.56E+04
Anthracene (120-12-7)nc 4.38E+02 3.07E+01 6.19E+04 1.19E+07 1.15E+03 1.35E+06 4.50E+08 1.51E+05
Fluoranthene (206-44-0)nc 5.83E+01 4.09E+00 1.27E+04 2.35E+06 5.50E+02 1.00E+06 3.34E+08 2.06E+04
Pyrene (129-00-0)nc 4.38E+01 3.07E+00 8.64E+03 1.59E+06 3.82E+02 6.33E+05 2.11E+08 1.54E+04
Benz(a)Anthracene (56-55-3)c 1.96E-01 3.92E-04 3.12E+01 5.75E+03 1.93E-01 9.05E+03 3.02E+06 2.01E+00
Chrysene (218-01-09)c 1.96E+00 3.92E-02 4.69E+02 8.59E+04 1.54E+01 1.09E+05 3.62E+07 2.00E+02
Benzo(b)Fluoranthene (205-99-2)c 1.96E-02 3.92E-04 4.51E+00 8.46E+02 1.57E-01 1.06E+03 3.54E+05 2.00E+00
Benzo(k)-Fluoranthene (207-08-09)c 1.96E-01 3.92E-03 5.47E+01 9.95E+03 2.29E+00 1.89E+04 6.28E+06 2.01E+01
Benzo(a)-Pyrene (50-32-8)c 2.35E-03 3.92E-05 4.03E-01 7.33E+01 2.48E-02 1.50E+02 5.01E+04 2.01E-01
Indeno(1, 2, 3-Cd)Pyrene (193-39-
5)c 2.35E-02 3.92E-04 1.14E+03 2.64E+03 1.53E-02 2.30E+04 8.60E+04 2.00E+00
Dibenzo-(a, h)Anthracene (53-70-
3)c 2.35E-02 3.92E-04 6.93E+00 1.26E+03 1.40E+00 1.46E+04 4.87E+06 2.01E+00
Benzo (g, h, i)-Perylene (191-24-2)nc 1.53E+02 3.07E+00 4.22E+04 7.68E+06 4.61E+03 3.73E+07 1.24E+10 1.57E+04
Not used c Not used Not used Not used Not used Not used Not used Not used Not used
Not used c Not used Not used Not used Not used Not used Not used Not used Not used
Not used c Not used Not used Not used Not used Not used Not used Not used Not used
Not used c Not used Not used Not used Not used Not used Not used Not used Not used
Not used c Not used Not used Not used Not used Not used Not used Not used Not used
Not used c Not used Not used Not used Not used Not used Not used Not used Not usedAd
d
i
t
i
o
n
a
l

C
h
e
m
i
c
a
l
s

o
f

C
o
n
c
e
r
n
(c
a
r
c
i
n
o
g
e
n
t
s
)
In
d
i
v
i
d
u
a
l

P
o
l
y
n
u
c
l
e
a
r

A
r
o
m
a
t
i
c

H
y
d
r
o
c
a
r
b
o
n
s

(
P
A
H
s
)
DERRsRBCASSCCalculatorv Page 2 of 3
11/27/2023
8:08 AM
Page 3 of 3
Site-Specific Cleanup Levels* for Residential/ Unknown Receptors
Air Groundwater Soil
SSCLair SSCLwing SSCLwesp SSCLwamb SSCLs-leach SSCLsesp SSCLsamb SSCLss
(See Eq. D.1)(See Eq. D.2)(See Eq. D.3)(See Eq. D.4)(See Eq. D.5)(See Eq. D.6)(See Eq. D.7)(See Eq. D.8)
Air Groundwater Groundwater Groundwater Subsurface soil Subsurface soil Subsurface soil Surface Soil
Inhalation Ingestion Indoor air
(enclosed space)
vapor inhalation
Outdoor air
(ambient) vapor
inhalation
Leaching to
groundwater
(groundwater
ingestion)
Indoor air
(enclosed space)
vapor inhalation
Outdoor air
(ambient) vapor
inhalation
Ingestion of soil,
inhalation of
vapors and
particles, and
dermal contact
µg/m3 air µg/m3 air mg/L water mg/L water mg/L water mg/L water mg/kg soil mg/kg soil mg/kg soil mg/kg soil mg/kg soil
Soil
Comments
(e.g. Sample ID,
Sample Depth,
Sample Date, etc.)
Highest
Soil
Concentrations
Remaining at the
Site
Highest
Air
Concentrations
Remaining at the
Site
Air
Comments
(e.g. Sample ID,
Sample Date, etc.)
Groundwater Comments
(e.g. Sample ID,
Sample Date, etc.)Chemical Name (CAS #)

Highest
Groundwater
Concentrations
Remaining at the
Site
Not used nc Not used Not used Not used Not used Not used Not used Not used Not used
Not used nc Not used Not used Not used Not used Not used Not used Not used Not used
Not used nc Not used Not used Not used Not used Not used Not used Not used Not used
Not used nc Not used Not used Not used Not used Not used Not used Not used Not used
Not used nc Not used Not used Not used Not used Not used Not used Not used Not used
Not used nc Not used Not used Not used Not used Not used Not used Not used Not used
* - Site-Specific Cleanup Levels assume a Natural Attenuation Factor of 1 (i.e. no natural attenuation). c - carcinogen; nc - non-carcinogen
Site-specific Parameters used in Calculations
Parameter Comments
Soil
Receptor
i
Lgw
Ls
Pavement
Precip.
Soil Zone
W
inches/year
Not applicable
ft
Units
Not applicable
Not applicable
ft-vertical/ft-lateral
ft
Not applicable
ft
23
Yes
15
Value
Silty clay
Residential/ Unknown
0.008
10
15
UNPAVED: contamination beneath
bare soils
Depth to groundwater
Hydraulic gradient
Select the most sensitive Receptor that is present at the site
Soil type representative of site
Description
Width of contaminated source area parallel to groundwater flow or wind direction
Annual precipitation
Is contamination present in the saturated zone?
Is contamination beneath pavement or bare soils?
Depth to contaminated soil
Ad
d
i
t
i
o
n
a
l

C
h
e
m
i
c
a
l
s

o
f

C
o
n
c
e
r
n
(n
o
n
-
c
a
r
c
i
n
o
g
e
n
t
s
)
DERRsRBCASSCCalculatorv Page 3 of 3
11/27/2023
8:08 AM

Appendix D
Laboratory Analytical Report

The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
Wasatch Environmental
Attn: Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
Work Order: 23J2453
Project: North Salt Lake Fedex
11/9/2023
Approved By:
Reed Hendricks, Lab Director
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-6 (15')
Lab ID: 23J2453-01Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 10:00
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2365EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800076.8Total Solids
Semi-Volatile Compounds
mg/kg dry 11/1/2311/1/230.26 EPA 8270E/35700.30C11-12 Aliphatic hydrocarbons
mg/kg dry 11/1/2311/1/230.26 EPA 8270E/35700.28C13-C16 Aliphatic hydrocarbons
mg/kg dry 11/1/2311/1/230.26 EPA 8270E/35701.41C17-C21 Aliphatic hydrocarbons
mg/kg dry 11/1/2311/1/230.26 EPA 8270E/35705.84C22-C35 Aliphatic hydrocarbons
mg/kg dry 11/1/2311/1/230.26 EPA 8270E/3570NDC11-C13 Alkyl Naphthalenes
mg/kg dry 11/1/2311/1/230.26 EPA 8270E/3570NDTotal C12-C22 PAH
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDAcenaphthene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDAcenaphthylene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDAnthracene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDBenzo (a) anthracene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDBenzo (a) pyrene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDBenzo (b) fluoranthene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDBenzo (g,h,i) perylene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDBenzo (k) fluoranthene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDChrysene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDFluoranthene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDFluorene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDIndeno (1,2,3-cd) pyrene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDPhenanthrene
mg/kg dry 11/1/2311/1/230.52 EPA 8270E/3570NDPyrene
Volatile Organic Compounds
mg/kg dry 11/2/2311/2/230.01 EPA 8260D/5030ANDBenzene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDEthylbenzene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDNaphthalene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDToluene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 2 of 21Page 2 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-6 (30')
Lab ID: 23J2453-02Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 10:25
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2361EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800082.2Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 3 of 21Page 3 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-6
Lab ID: 23J2453-03Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 10:35
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 11/2/2311/2/231.0 EPA 8015 CNDDiesel Range Organics
Semi-Volatile Compounds
ug/L 11/1/2310/31/23200EPA 8270E/3511371C11-12 Aliphatic hydrocarbons
ug/L 11/1/2310/31/23200EPA 8270E/3511203C13-C16 Aliphatic hydrocarbons
ug/L 11/1/2310/31/23200EPA 8270E/35111030C17-C21 Aliphatic hydrocarbons
ug/L 11/1/2310/31/23200EPA 8270E/35112970C22-C35 Aliphatic hydrocarbons
ug/L 11/1/2310/31/23200EPA 8270E/3511NDC11-C13 Alkyl Naphthalenes
ug/L 11/1/2310/31/23200EPA 8270E/3511NDTotal C12-C22 PAH
ug/L 11/1/2310/31/23200EPA 8270E/3511NDAcenaphthene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDAcenaphthylene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDAnthracene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDBenzo (a) anthracene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDBenzo (a) pyrene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDBenzo (b) fluoranthene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDBenzo (g,h,i) perylene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDBenzo (k) fluoranthene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDChrysene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDDibenzo (a,h) anthracene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDFluoranthene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDFluorene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDIndeno (1,2,3-cd) pyrene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDPhenanthrene
ug/L 11/1/2310/31/23200EPA 8270E/3511NDPyrene
Volatile Organic Compounds
mg/L 11/3/2311/3/230.005 EPA 8260D/5030BNDBenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDEthylbenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDNaphthalene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDToluene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 4 of 21Page 4 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-7 (10')
Lab ID: 23J2453-04Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 11:20
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2364EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800078.5Total Solids
Volatile Organic Compounds
mg/kg dry 11/2/2311/2/230.01 EPA 8260D/5030ANDBenzene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDEthylbenzene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDNaphthalene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDToluene
mg/kg dry 11/2/2311/2/230.03 EPA 8260D/5030ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 5 of 21Page 5 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-7 (20')
Lab ID: 23J2453-05Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 11:30
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2366EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800075.4Total Solids
Volatile Organic Compounds
mg/kg dry 11/2/2311/2/230.01 EPA 8260D/5030ANDBenzene
mg/kg dry 11/2/2311/2/230.04 EPA 8260D/5030ANDEthylbenzene
mg/kg dry 11/2/2311/2/230.04 EPA 8260D/5030ANDNaphthalene
mg/kg dry 11/2/2311/2/230.04 EPA 8260D/5030ANDToluene
mg/kg dry 11/2/2311/2/230.04 EPA 8260D/5030ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 6 of 21Page 6 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-7
Lab ID: 23J2453-06Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 11:35
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 11/2/2311/2/231.0 EPA 8015 CNDDiesel Range Organics
Volatile Organic Compounds
mg/L 10/31/2310/31/230.005 EPA 8260D/5030BNDBenzene
mg/L 10/31/2310/31/230.012 EPA 8260D/5030BNDEthylbenzene
mg/L J-LOW-L10/31/2310/31/230.012 EPA 8260D/5030BNDNaphthalene
mg/L 10/31/2310/31/230.012 EPA 8260D/5030BNDToluene
mg/L 10/31/2310/31/230.012 EPA 8260D/5030BNDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 7 of 21Page 7 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-8 (10')
Lab ID: 23J2453-07Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 12:40
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2365EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800077.1Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 8 of 21Page 8 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-8 (20')
Lab ID: 23J2453-08Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 12:50
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2371EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800070.8Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.003 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.008 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.008 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.008 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.008 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 9 of 21Page 9 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-8
Lab ID: 23J2453-09Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 12:55
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 11/2/2311/2/231.0 EPA 8015 CNDDiesel Range Organics
Volatile Organic Compounds
mg/L 11/3/2311/3/230.005 EPA 8260D/5030BNDBenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDEthylbenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDNaphthalene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDToluene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 10 of 21Page 10 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-9 (10')
Lab ID: 23J2453-10Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 11:30
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2365EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800077.0Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 11 of 21Page 11 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-9 (20')
Lab ID: 23J2453-11Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 13:40
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2365EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800076.8Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.006 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 12 of 21Page 12 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-9
Lab ID: 23J2453-12Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 13:45
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 11/2/2311/2/231.0 EPA 8015 CNDDiesel Range Organics
Volatile Organic Compounds
mg/L 11/3/2311/3/230.005 EPA 8260D/5030BNDBenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDEthylbenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDNaphthalene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDToluene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 13 of 21Page 13 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-10 (10')
Lab ID: 23J2453-13Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 14:15
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2363EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800079.3Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.005 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 14 of 21Page 14 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-10 (20')
Lab ID: 23J2453-14Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 14:30
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2363EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800078.8Total Solids
Volatile Organic Compounds
mg/kg dry 11/7/2311/7/230.003 EPA 8260D/5035ANDBenzene
mg/kg dry 11/7/2311/7/230.007 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/7/2311/7/230.007 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/7/2311/7/230.007 EPA 8260D/5035ANDToluene
mg/kg dry 11/7/2311/7/230.007 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 15 of 21Page 15 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-10
Lab ID: 23J2453-15Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 14:35
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 11/2/2311/2/231.0 EPA 8015 CNDDiesel Range Organics
Volatile Organic Compounds
mg/L 11/3/2311/3/230.005 EPA 8260D/5030BNDBenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDEthylbenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDNaphthalene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDToluene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 16 of 21Page 16 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-11 (10')
Lab ID: 23J2453-16Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 15:05
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2363EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800079.5Total Solids
Volatile Organic Compounds
mg/kg dry 11/8/2311/8/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDToluene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 17 of 21Page 17 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-11 (20')
Lab ID: 23J2453-17Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 15:15
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/kg dry 11/1/2311/1/2364EPA 8015 CNDDiesel Range Organics
Inorganic
%11/1/2310/31/230.1 CTF800077.8Total Solids
Volatile Organic Compounds
mg/kg dry 11/8/2311/8/230.002 EPA 8260D/5035ANDBenzene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDEthylbenzene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDNaphthalene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDToluene
mg/kg dry 11/8/2311/8/230.006 EPA 8260D/5035ANDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 18 of 21Page 18 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Sample ID: GP-11
Lab ID: 23J2453-18Matrix: Water
Flag(s)Units
Analysis
Date/Time
Date Sampled: 10/30/23 15:20
Preparation
Date/Time
Sampled By: Jacob Scott
Minimum
Reporting
Limit MethodResult
Diesel Range with silica gel cleanup
mg/L 11/2/2311/2/231.0 EPA 8015 CNDDiesel Range Organics
Volatile Organic Compounds
mg/L 11/3/2311/3/230.005 EPA 8260D/5030BNDBenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDEthylbenzene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDNaphthalene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDToluene
mg/L 11/3/2311/3/230.012 EPA 8260D/5030BNDXylenes, total
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 19 of 21Page 19 of 22
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:[phone] F: [phone]
www.ChemtechFord.com
Wasatch Environmental
Blake Downey
2410 West California Avenue
Salt Lake City, UT 84104
PO#:
Receipt:
Date Reported:
Project Name:
10/31/23 9:22 @ 1.8 °C
11/9/2023
North Salt Lake Fedex
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit (MRL).
1 mg/L = one milligram per liter or 1 mg/kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/kg = one nanogram per kilogram = 1 part per trillion.
On calculated parameters, there may be a slight difference between summing the rounded values shown on the report
vs the unrounded values used in the calculation.
Flag Descriptions
HB = Recovery for this parameter exceeded the upper acceptance limit. Associated sample(s) were all non-detect and therefore accepted and reported for this
parameter.
J-LOW-L = Estimated low due to low recovery of LCS
S-HB = Surrogate exceeds upper control limit. All associated analytes are non-detect and therefore accepted.
Project Name: North Salt Lake Fedex CtF WO#: 23J2453
www.ChemtechFord.com
Page 20 of 21Page 20 of 22
Page 21 of 22
Page 22 of 22