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UTAH DEPARTMENT OF GOVERNMENT OPERATIONS STATE FUEL NETWORK
CORRECTIVE ACTION PLAN
IMPLEMENTATION REPORT
UTAH STATE PRISON UINTAH MAXIMUM SECURITY
GENERATOR FACILITY IDENTIFICATION NO.
40002081, RELEASE SITE OFU
NOVEMBER 18, 2024
CORRECTIVE ACTION
PLAN IMPLEMENTATION
REPORT
UTAH STATE PRISON UINTAH
MAXIMUM SECURITY GENERATOR
FACILITY IDENTIFICATION NO.
40002081, RELEASE SITE OFU
UTAH DEPARTMENT OF GOVERNMENT OPERATIONS
STATE FUEL NETWORK
447 West 13800 South
Draper, Utah 84070
And
UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENVIRONMENTAL RESPONSE AND
REMEDIATION
195 North 1950 West
Salt Lake City, Utah 84116
PROJECT NO.: 2381400504
DATE: NOVEMBER 11, 2024
WSP USA ENVIRONMENT & INFRASTRUCTURE INC.
10876 S. RIVER FRONT PARKWAY
SUITE 250
SOUTH JORDAN, UTAH 84095
WSP.COM
WSP USA Environment & Infrastructure Inc.
10876 S. River Front Parkway, Suite 250
South Jordan, Utah 84095
wsp.com
November 18, 2024
Mr. Brett Gurney
Utah Department of Government Operations
Division of Fleet Operations, State of Utah Fuel Network
447 West 13800 South
Draper, Utah 84020
Mr. Kevin Beery
Utah Department of Environmental Quality
Division of Environmental Response and Remediation
195 North 1950 West
Salt Lake City, UT 84116
Dear Mr. Gurney and Mr. Beery:
Subject: Corrective Action Plan Implementation Report
Utah State Prison Uintah Maximum Security Generator
14400 South Pony Express Road, Draper, Utah
Facility Identification No. 4002081, Release OFU
WSP USA Environment & Infrastructure Inc. (WSP) is pleased to submit this corrective
action plan (CAP) implementation report for the Utah State Prison Uintah Generator,
located at 14400 South Pony Express Road, Draper, Utah (Site). The Site has Facility ID No.
4002081, Release Site OFU.
This report summarizes the soil removal, transportation and disposal, soil sampling, and
backfilling activities at the Site, in general accordance with the Utah Division of
Environmental Response and Remediation approved workplan and budget OFU-05, dated
August 1, 2024.
Please contact Ehud Ardon at ehud.ardon@wsp.com if you have any questions or comments
regarding this report.
Yours sincerely,
Ehud Ardon
Project Manager
Certified UST Consultant # CC-279
Lucas Kerner, PG
Lead Consultant, Geologist
Certified UST Consultant # CC-285
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page ii
S I G N A T U R E S
PREPARED BY
Lucas Kerner, PG
Lead Consultant, Geologist
Certified UST Consultant CC-285
APPROVED1 BY
Ehud Ardon
Project Manager
Certified UST Consultant CC-279
WSP USA Environment & Infrastructure Inc. prepared this report solely for the use of the intended recipient, Utah
Department of Government Operations State Fuel Network, and the Utah Division of Environmental Response and
Remediation, in accordance with the professional services agreement. The intended recipient is solely responsible for the
disclosure of any information contained in this report. The content and opinions contained in the present report are
based on the observations and/or information available to WSP USA Environment & Infrastructure Inc. at the time of
preparation. If a third party makes use of, relies on, or makes decisions in accordance with this report, said third party is
solely responsible for such use, reliance, or decisions. WSP USA Environment & Infrastructure Inc. does not accept
responsibility for damages, if any, suffered by any third party as a result of decisions made or actions taken by said third
party based on this report. This limitations statement is considered an integral part of this report.
The original of this digital file will be conserved by WSP USA Environment & Infrastructure Inc. for a period of not less
than 10 years. As the digital file transmitted to the intended recipient is no longer under the control of WSP USA
Environment & Infrastructure Inc., its integrity cannot be assured. As such, WSP USA Environment & Infrastructure Inc.
does not guarantee any modifications made to this digital file subsequent to its transmission to the intended recipient.
1 Approval of this document is an administrative function indicating readiness for release and does not impart legal liability on to the
Approver for any technical content contained herein. Technical accuracy and fit-for-purpose of this content is obtained through the review
process. The Approver shall ensure the applicable review process has occurred prior to signing the document.
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page iii
EXECUTIVE SUMMARY
Corrective Action by soil removal and off-site disposal was conducted at the former Utah State Prison
Uintah Generator facility (Site). A total of 1,345 cubic yards of diesel fuel contaminated soil were removed
from the Site. Confirmation soil samples were collected from the bottom and from the side slopes of the
excavation that was dug to approximately twenty-two feet below the pre-removal ground surface.
Temporary soil staging piles were removed from the Site, and confirmation soil samples were also collected
from the foot of these piles. Based on the confirmation soil samples analytical results, all contaminated soils
were removed from the Site to the depth of the excavation (22 feet).
Following the complete removal of soil and confirmation soil sampling, the excavation was backfilled and
compacted to the pre-excavation surface elevation.
The objective of the CAP with respect to the lateral and vertical extent of soil removal and disposal were
met. Based on the results of the soil confirmation sampling, WSP recommends that the DERR grants the site
No Further Action status.
Project Name
Project No. Our Ref. No.
Client
WSP
Month year
Page iv
TABLE OF
CONTENTS
EXECUTIVE SUMMARY ....................................................... III
1 INTRODUCTION ............................................................ 1
1.1 Fuel Release and Contaminants of Concern ...... 1
1.2 Summary of Previous Investigations .................... 1
1.3 Remedy Selection ........................................................ 1
2 HEALTH AND SAFETY .............................................. 2
3 CORRECTIVE ACTION .............................................. 3
3.1 Pre-Excavation Activities ......................................... 3
3.1.1 Utility Locating, and Site Survey ....................................................................... 3
3.1.2 Investigation Derived Waste Characterization ....................................... 3
3.2 Soil Removal, Transportation, and Disposal...... 3
3.3 Soil confirmation Sampling Results .................... 4
3.4 Quality Assurance/Quality Control ....................... 5
3.5 Excavation Backfill and Compaction ................... 5
4 CONCLUSIONS AND
RECOMMENDATIONS ............................................. 7
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page v
TABLES
TABLE 1 FIELD SCREENING INFORMATION
TABLE 2 SOIL ANALYTICAL RESULTS
TABLE 3 SOIL ANALYTICAL TPH FRACTIONATION
RESULTS
FIGURES
FIGURE 1 SITE MAP
FIGURE 2 SITE INVESTIGATION MAP
FIGURE 3 EXCAVATION PLAN
FIGURE 4 EXCAVATION SOIL SAMPLE LOCATIONS
MAP
APPENDICES
A GEOTECHNICAL MEMORANDUM
B PHOTOGRAPHIC LOG
C INVESTIGATION DERIVED WASTE
CHARACTERIZATION RESULTS
D WASTE MANIFESTS
E LABORATORY ANALYTICAL REPORTS
F PROCTOR MOISTURE DENSITY RELATIONSHIPS
AND COMPACTION TEST RESULTS
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page vi
ABBREVIATIONS AND ACRONYMS
mg/kg milligrams per kilogram
ppm parts per million
amsl Above Mean Sea Level
ASIR Additional Subsurface Investigation Report
bgs Below Ground Surface
BTEXN Benzene, Toluene, Ethylbenzene, Xylenes, and
Naphthalene
DERR Division of Environmental Response and
Remediation
DRO Diesel Range Organics
EPA Environmental Protection Agency
IDW Investigation Derived Waste
IRL Intermountain Regional Landfill
ISL Initial Screening Level
PID Photoionization Detector
QA/QC Quality Assurance/Quality Control
SIR Subsurface Investigation Report
TPH Total Petroleum Hydrocarbons
UST Underground Storage Tank
VOC Volatile Organic Compound
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 1
1 INTRODUCTION
The project location is at the former Utah State Prison Uintah Generator, located at 14400 South Pony
Express Road, Draper, Utah (Site). The facility has Utah Department of Environmental Quality identification
No. 40002081. On November 18, 2022, a release of petroleum from an underground storage tank (UST)
system at the Site was reported to the Division of Environmental Response and Remediation (DERR) based
on UST closure sampling results. The release was assigned Release Site OFU. A Site Map showing the Site
location, and the former UST system is presented as Figure 1.
1.1 FUEL RELEASE AND CONTAMINANTS OF CONCERN
One diesel fuel UST was closed by removal on October 5, 2022. The removed system included the UST and
the below ground product piping that connected the UST to a backup generator system and boiler room.
Total petroleum hydrocarbons (TPH) diesel range organics (DRO) was detected in one closure soil sample
collected below the product piping at a depth of three feet below grade surface (bgs) at a location adjacent
to the boiler room transition box, at concentration of 1,110 milligrams per kilogram (mg/kg), above the
DERR Initial Screening Level (ISL) for TPH-DRO in soil of 500 mg/kg. Other contaminants of concern are
benzene, toluene, ethylbenzene, total xylenes, and naphthalene (BTEXN), and gasoline range organics (TPH-
GRO).
1.2 SUMMARY OF PREVIOUS INVESTIGATIONS
Subsurface investigations were conducted at the Site between September and November, 2023. 20 soil
borings were advanced to approximate depth of 45 feet below ground surface (bgs), and one temporary
monitoring well was advanced to approximate depth of 100 bgs. Findings of the investigations were
summarized in Subsurface Investigation Report (WSP, 2023) and Additional Subsurface Investigation Report
(WSP, 2024). Soil boring locations and the approximate extent of TPH-DRO concentrations exceeding the ISL
are shown on Figure 2. Based on the conclusions of the investigation reports, the extent of contaminants at
the Site was summarized as follows:
— Petroleum hydrocarbon contaminants at the Site existed in the Site soils and consist primarily of TPH-
DRO.
— TPH-DRO contaminants at concentration levels exceeding the DERR ISL were found in subsurface soil
samples from soil borings SS-2, SS-3, SB-5, SB-10, SB-11, SB-12, and TMW-1 (Figure 2).
— The approximate vertical extent of TPH-DRO contaminants exceeding the DERR ISL was approximately
45 feet below the ground surface (post demolition ground surface, approximately 4451 feet above mean
sea level)
— Groundwater was identified at approximately 78 ft bgs; none of the analytical parameters were detected
above the laboratory method detection limit in groundwater sample collected at the Site.
1.3 REMEDY SELECTION
As discussed with the DERR during a Corrective Action Plan (CAP) meeting and subsequent phone call, Soil
excavation with off-site disposal (‘dig and haul’) has been selected as the corrective action to address the
Site contamination. The corrective action was selected based on lateral extent of contamination, time to
completion, and site accessibility. Based on information of future land use, it was agreed with the DERR that
the scope of soil removal from the Site would be to a total depth of 22 feet bgs.
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 2
2 HEALTH AND SAFETY
Site-Specific Health and Safety Plan (HASP) was prepared by WSP; the HASP was reviewed and
acknowledged by workers entering the project area. Tailgate safety meetings were conducted every
morning prior to starting work. All Site workers potentially exposed to contaminated materials were trained
according to 40 CFR 1910.120, by 40-hour Hazardous Waste Operations and Emergency Response
(HAZWOPER).
To ensure the proposed excavation safety, WSP Geotechnical Engineer conducted slope stability modeling
and analysis. A Technical Memorandum summarizing the analysis is provided as Appendix A.
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 3
3 CORRECTIVE ACTION
Corrective action through ‘dig and haul’ was implemented as the remedy to address contamination
exceeding the ISL. Site work was conducted between August 28, and October 9, 2024, in general accordance
with the DERR approved CAP. Soil removal quantities exceeded the CAP estimate of 960 cubic yards; an
approval for additional soil removal was granted by the DERR Project Manager.
Corrective action activities are described in the following sections and included:
— Site survey
— Overburden soil excavation and stockpiling
— Geo-technical soil samples for proctor and sieve analysis
— Contaminated soil removal, transportation, and disposal
— Confirmation soil sampling
— Excavation backfilling and compaction
A photo log showing the excavation progress and the final surface after backfilling was completed is
included in Appendix B.
3.1 PRE-EXCAVATION ACTIVITIES
3.1.1 UTILITY LOCATING, AND SITE SURVEY
Prior to excavation activities, Blue Stakes was contacted by WSP to have public utilities located and marked
at the Site.
On August 28, Anderson Engineering staked out the Site, delineating the area designated for removal and
the outer extent of the excavation, as shown on the Site Excavation Plan (Figure 3).
3.1.2 INVESTIGATION DERIVED WASTE CHARACTERIZATION
Waste profile of soil to be transported to the disposal facility was determined based on waste
characterization sample collected from soil borings at the Site during the ASIR. The laboratory analytical
report of the waste characterization sample is provided in Appendix C.
3.2 SOIL REMOVAL, TRANSPORTATION, AND DISPOSAL
Excavation of soils began on September 3, 2024. A track-out pad was installed on the northwest end of the
Site. Overburden soils were excavated and stockpiled for use as backfill, in general accordance with the CAP.
Soil removal was conducted between September 5 and October 3, 2024. Removed soils were temporarily
staged in stockpile (‘Pile 1’) adjacent to the excavation perimeter and loaded using a front loader into side-
dump haul trucks to be disposed of at Intermountain Regional Landfill (IRL). Copies of the waste manifests
are provided in Appendix D. Four drums containing IDW that have been staged at the Site from the ASIR
were disposed of as part of the Corrective Action activities.
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 4
Based on landfill acceptance records it was estimated that approximately 960 cubic yards2 soils had been
removed from the site by September 10, 2024, equal to the total estimated removal quantity of the CAP. On
September 11, 2024, the excavation area was surveyed to measure the extent and depth of the removal. It
was estimated that approximately 360 cubic yards were still remaining for complete removal to the extent
and depth that were approved in the CAP. Based on that information, the DERR has approved WSP request
for budget amendment.
Confirmation soil samples were collected throughout the excavation process from the side slopes of the
excavation, the bottom of the excavation pit, and from the footprint of the temporary staging stockpiles. A
photoionization detector (PID) was used to scan soil for VOCs. Soil samples PID results are summarized in
Table 1.
Confirmation soil samples were collected on September 12, 2024 from the southwest and southeast slopes of
the excavation, at approximately 11 ft below the pre-excavation surface elevation. Confirmation samples
were collected as three-point composite and submitted for TPH-DRO analysis. Samples for TPH-GRO and
BTEXN were collected as grab samples from the center point of the composite sample. Sample locations are
shown on Figure 4.
Removal of the remaining soil at the deeper parts of the excavation was conducted by staging the excavator
at a lower bench; soil removed from the excavation was temporarily staged to the north and northwest of
the excavation (Pile 2 and 3, respectively), and load by a front loader to the haul trucks.
On September 23, 2024, the removal area was surveyed again and marked to aid directing the final removal
according to the depth and extent specified in the CAP. Soil removal from the excavation pit was concluded
on September 25, 2024. Confirmation soil samples were collected from the northwest and northeast slopes of
the excavation, at approximately 7 ft below the pre-excavation surface elevation, by the sampling
procedures described above. Two confirmation soil samples were also collected from the bottom of the
removal pit using the procedures described above. One bottom sample (PIT-W-Bottom) was also submitted
for fractionation analysis in accordance with the CAP.
Following the completion of soil removal, backfilling activities started on September 26, 2024, as described
in Section 3.4 below. On October 2, 2024, after backfilling approximately 11 feet from the pit bottom, at the
request of the DERR, a 12-ft deep trench was dug through the backfill (to the approximate depth of one foot
below the backfill), and one grab sample was collected from the excavator bucket and submitted for
laboratory analysis. The sample was assigned Sample ID PIT-BOTTOM-W-A. The purpose of the additional
sample was to demonstrate concentration levels in a grab sample, in accordance with DERR practices.
The footprint of each of the temporary staging stockpiles (Pile 1, Pile 2, and Pile 3) was cleaned up by
removing approximately 6 inches of the pre-staging surface, followed by confirmation soil sampling as
described above. After receiving the analytical results (Table 2), additional removal was conducted from the
footprint of Pile 1 on October 3, 2024, followed by additional two confirmation samples (PILE1-BOTTOM-A,
and PILE1-BOTTOM-B).
3.3 SOIL CONFIRMATION SAMPLING RESULTS
Collected soil samples were placed directly into new, clean, sample containers provided by the analytical
laboratory. Following collection, each sample was labeled with the sample identification number, WSP
project number, and date and time of sample collection, and placed in an iced cooler and chilled to
2 A factor of 1.58 tons/cubic yards were used based on results of proctor and sieve analysis of samples collected
from the excavation.
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 5
approximately 4 degrees Celsius. Chain-of-custody forms were completed on-site to document delivery of
the samples to the analytical laboratory. The samples were submitted for analysis of TPH-GRO and BTEXN by
United State Environmental Protection Agency (US EPA) Method 8260, and for TPH-DRO by US EPA Method
8015. Samples submitted for TPH Fractionation were analyzed by Method NJDEP EPH3. Field quality control
samples, including one field duplicate and four trip blank samples, were also submitted for analysis.
Soil samples analytical results are summarized in Table 2 and Table 3. A copy of the laboratory analytical
reports and chain-of-custody documentation are provided in Appendix E. Soil analytical results were
compared to the Utah ISLs. Exceedances of the ISLs are highlighted in Table 2 and discussed below.
Confirmation soil samples collected from the slopes of the excavation (within the footprint of the
overburden soil) were below the laboratory detection limits for all analytical parameters.
In confirmation samples collected at the bottom of the excavation pit, TPH-DRO was detected at
concentrations ranging from 65.3 to 258 mg/kg, below the ISL of 500 mg/kg. TPH-GRO,
ethylbenzene, naphthalene, toluene, and total xylenes were also detected at low concentrations,
below their respective ISLs (Table 2).
TPH-DRO exceeded the ISL for soil of 500 mg/kg at concentration of 532 mg/kg in one confirmation
sample collected from the footprint of Pile 1. There were no exceedances of any analytical
parameter in confirmation samples collected after additional removal was conducted from the area
of Pile 1 (Section 3.2 above), or from confirmation samples from the footprint of Pile 2 and Pile 3
(Table 2).
3.4 QUALITY ASSURANCE/QUALITY CONTROL
Quality Assurance/Quality Control (QA/QC) measures for the September/October 2024 investigation
included field and laboratory QA/QC procedures. Samples were collected and submitted for analysis in
general accordance with soil and groundwater sampling and handling standard operating procedures
(SOPs). All samples were delivered to the analytical laboratory under chain-of-custody documentation in the
correct temperature and analyzed within the analytical method specified holding times. Field QC samples,
including one field duplicate and three trip blanks, were collected and submitted for analysis. QC samples
analytical results are included in Table 2. Based on the laboratory report, none of the data was rejected
based on QA/QC parameters, and the data is considered valid for the intended use.
3.5 EXCAVATION BACKFILL AND COMPACTION
Prior to backfilling activities, soil sample of backfill materials were analyzed for moisture-density
relationship test (proctor) and sieve analysis by WSP materials lab; the results were provided to the
excavation contractor. Excavation Backfilling and compaction were conducted from September 26 through
October 9, 2024. Overburden soil that was stockpiled on-site was used for backfilling. Additional soils for
backfilling were made available by the Draper Prison redevelopment project.
Compaction testing was conducted by WSP technician throughout the backfilling at a frequency that was
requested by the excavation contractor (minimum of two tests per day were conducted) to ensure minimum
90% compaction. Proctor tests and field compaction density tests, as measured with a nuclear density gauge,
3 The DERR has approved the analysis for fractionation by the New Jersy Department of Environmental Protection
(NJDEP) analytical method for Extractable Petroleum Hydrocarbons (EPH).
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 6
are presented in Appendix F. All field compaction density tests ranged from 92% to 97% compaction
successfully meeting the minimum compaction goal of 90%.
Corrective Action Plan Implementation Report
Project No. 2381400504
Utah Department of Government Operations State Fuel Network
WSP
November 2024
Page 7
4 CONCLUSIONS AND RECOMMENDATIONS
Soil removal and disposal were conducted in accordance with the approved CAP. Contaminated soils were
removed to a depth of 22 feet below the pre-excavation surface elevation. A total of 1,345 cubic yards were
removed and transported for off-site disposal.
Contaminant concentrations in soil at the bottom of the excavation were below the ISL, as confirmed by
confirmation soil samples. Based on the finding of the ASIR (WSP, 2024) it is possible that residual soil
concentrations above the ISL remain at the Site at a depth greater than 22 feet bgs.
Based on the results of the soil confirmation sampling and information of soil removal presented in this
Report, WSP recommends that the DERR grants the site No Further Action status.
APPENDIX
TABLES
Table 1: Field Screening Information
Sample Date Sample Depth Interval (ft bgs)PID Value (ppm)
9/25/2024 PIT-E-BOTTOM 22' - 23'105
9/25/2024 PIT-W-BOTTOM 22' - 23'237
9/25/2024 PIT-NE-SLOPE 7' - 7.5'1
9/25/2024 PIT-NW-SLOPE 7' - 7.5'1
9/25/2024 PILE1-BOTTOM 0 - 0.5'11
9/25/2024 PILE2-BOTTOM 0 - 0.5'1
9/27/2024 PILE3-BOTTOM 0 - 0.5'0
10/2/2024 PIT-W-BOTTOM-A 23' - 24'472
10/3/2024 PILE1-BOTTOM-A 0 - 0.5'0
10/3/2024 PILE1-BOTTOM-B 0 - 0.5'0
Notes:
PID - Photoionization Detector
PID measurements were taken from the headspace of a bag.
Utah State Prison - Uintah Maximum Security Generator
Facility ID No. 4002081, Release OFU
Corrective Action Plan Implementation Report
Table 2: Soil Analytical Results
Sample ID Lab Sample ID Sample Depth (feet) Sample Date
Method 8015 8260B/OA1 8260B/OA1 8260B/OA1 8260B/OA1 8260B/OA1 8260B/OA1
Analyte TPH - DRO TPH - GRO BENZENE ETHYLBENZENE NAPHTHALENE TOLUENE XYLENES, TOTAL
ISL 500 150 0.2 5.0 51 9.0 142
Sample ID Lab Sample ID Sample Date Sample Type
Sample Depth
(feet)Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
PIT-E-BOTTOM L1781848-01 9/25/2024 Composite 22.2-23 65.3
PIT-E-BOTTOM-C L1781848-08 9/25/2024 Grab 22.2-23 <9.15 <0.0188 0.0202 J <0.249 <0.0615 0.337
PIT-W-BOTTOM L1781848-02 9/25/2024 Composite 22.2-23 258
PIT-W-BOTTOM-C L1781848-09 9/25/2024 Grab 22.2-23 26.8 <0.0188 0.356 1.49 0.171 J 4.19
PIT-BOTTOM-W-A L1784776-01 10/2/2024 Grab 22.2-23 208 99.2 <0.189 0.502 1.89 <0.943 5.06
PIT-SW-SLOPE L1777354-03 9/12/2024 Composite 11.2-11.5 <4.60
PIT-SW-SLOPE-C L1777354-01 9/12/2024 Grab 11.2-11.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
PIT-SE-SLOPE L1777354-04 9/12/2024 Composite 11.2-11.5 <4.33
PIT-SE-SLOPE-C L1777354-02 9/12/2024 Grab 11.2-11.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
PIT-NE-SLOPE L1781848-03 9/25/2024 Composite 7.2-7.5 <4.39
PIT-NE-SLOPE-C L1781848-10 9/25/2024 Grab 7.2-7.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
PIT-NW-SLOPE L1781848-04 9/25/2024 Composite 7.2-7.5 <4.41
PIT-NW-SLOPE-C L1781848-11 9/25/2024 Grab 7.2-7.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
PILE1-BOTTOM L1781848-05 9/25/2024 Composite 0.2-0.5 532
PILE1-BOTTOM-C L1781848-12 9/25/2024 Grab 0.2-0.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
PILE1-BOTTOM-A L1785581-01 10/3/2024 Grab 0.2-0.5 10.2
PILE1-BOTTOM-B L1785581-02 10/3/2024 Grab 0.2-0.5 <4.30
PILE2-BOTTOM L1781848-06 9/25/2024 Composite 0.2-0.5 <4.12
PILE2-BOTTOM-C L1781848-13 9/25/2024 Grab 0.2-0.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
DUP-09252024 L1781848-07 9/25/2024 Composite 0.2-0.5 <4.13
DUP-09252024-C L1781848-14 9/25/2024 Grab 0.2-0.5 <0.183 <0.000375 <0.000300 <0.00498 <0.00123 <0.000500
PILE3-BOTTOM L1782949-01 9/27/2024 Composite 0.2-0.5 <4.18
PILE3-BOTTOM-C L1782949-02 9/27/2024 Grab 0.2-0.5 <0.183 0.000774 J <0.00300 <0.00498 <0.00123 0.000649 J
TRIP BLANK L1781848-15 9/25/2024 N/A N/A <500 <1.00 <1.00 <5.00 <1.00 <3.00
Qualifiers:
J - The identification of the analyte is acceptable; the reported value is an estimate.
Notes:
TPH - Total Petroluem Hydrocarbons
DRO - Diesel Range Organics
GRO - Gasoline Range Organics
ISL - Utah Intial Screening Level
mg/kg - milligrams per kilogram
Bold - Denotes analyte concentration exceeded laboratory MDL
Bold/Highlighted - Denotes analyte concentration exceeded ISL
Non-detect results are reported less than the MDL; or, less than RDL if MDL was not reported
MDL - Method Detection Limit
RDL - Reported Detection Limit
Utah State Prison - Uintah Maximum Security Generator
Facility ID No. 4002081, Release OFU
Corrective Action Plan Implementation Report Page 1 of 1
Table 3: Soil Analytical Fractionation Results
Method Analyte Units Result Qual
8015 TPH - DRO mg/kg 258
NJDEP EPH C9-C12 Aliphatics mg/kg 71
NJDEP EPH C12-C16 Aliphatics mg/kg 192
NJDEP EPH C16-C21 Aliphatics mg/kg 171
NJDEP EPH C21-C40 Aliphatics mg/kg <25.4
NJDEP EPH C10-C12 Aromatics mg/kg 27.2
NJDEP EPH C12-C16 Aromatics mg/kg 78.9
NJDEP EPH C16-C21 Aromatics mg/kg 108
NJDEP EPH C21-C36 Aromatics mg/kg <25.4
NJDEP EPH Total EPH mg/kg 682
Notes:
TPH - Total Petroluem Hydrocarbons
DRO - Diesel Range Organics
NJDEP - New Jersey Department of Environmental Protection
EPH - Extractable Petroleum Hydrocarbons
ISL - Utah Intial Screening Level
mg/kg - milligrams per kilogram
Bold - Denotes analyte concentrations exceeded laboratory MDL
< denotes results are less than the RDL
RDL - Reported Detection Limit
Qual - Qualifier
Sample Date 9/25/2024
Sample ID PIT-W-BOTTOM
Lab Sample ID L1781848-01
Sample Depth (feet)22.2-23
Utah State Prison - Uintah Maximum Security Generator
Facility ID No. 4002081, Release OFU
Corrective Action Plan Implementation Report
APPENDIX
FIGURES
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Former Generator
Former UST System
Boiler Room
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Vicinity Map
Site Map
Utah State Prison Uintah
Maximum Security Generator
14400 South Pony Express Road, Draper, Utah
Facility ID No. 4002081, Release Site OFU
The map shown here has been created with all due and reasonable care and is strictly
for use with WSP USA Project Number 23-814-00504. This map has not been certified
by a licensed land surveyor, and any third party use of this map comes without
warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever
for any such third party or unintended use.
23-814-00504
EA
1/4/2024
Job No.
PM:
Date:
Scale:
FIGURE1
Legend
!(UST Closure Sample
Former Product Piping
0 500250
Feet ±
1 in = 500 feet
UST = Underground Storage Tank
Site Location
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Vicinity Map
Site Investigation Map
Utah State Prison Uintah
Maximum Security Generator
14400 South Pony Express Road, Draper, Utah
Facility ID No. 4002081, Release Site OFU
The map shown here has been created with all due and reasonable care and is strictly
for use with WSP USA Project Number 23-814-00504. This map has not been certified
by a licensed land surveyor, and any third party use of this map comes without
warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever
for any such third party or unintended use.
23-814-00504
EA
11/4/2024
Job No.
PM:
Date:
Scale:
FIGURE
2
Legend
!.Soil Boring Location
Approximate extent of TPH-DRO
>500 mg/kg in soils at 3-7 ft bgs
Approximate extent of TPH-DRO
>500 mg/kg in soils at 14-30 ft bgs
Approximate extent of TPH-DRO
>500 mg/kg in soils at 38-45 ft bgs
0 2010
Feet ±
1 in = 20 feet
DERR = Division of Environmental
Response and Remediation
DRO = Diesel Range Organics
TPH = Total Petroleum Hydrocarbons
mg/kg = micrograms per kilogram
ft bgs = feet below ground surface
bold = denotes result exceeded
DERR Initial Screening Level
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
6.5-7 11500
16.5-17 8200
29.5-30 8780
SS-3
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
17.5-20 9250
44-45 <60
61-62 <55
75-76 <56
TMW-1
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
4-5 <59
16-17 <50
26-27 <66
44-45 5860
SB-5
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
4-5 <64
18.5-19.5 3140
23.5-25 3170
38-39 9320
SB-10
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
6.5-7 44400
14-15 9940
25.5-26.5 6370
43-44 <60
SB-12
Site Location
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
3-4 <59
22.5-23.2 946
39.5-40 <50
SS-2
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
5-6 <66
17-18 <64
24-25 <60
42.5-43.5 3490
SB-11
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Vicinity Map
Excavation Plan
Utah State Prison Uintah
Maximum Security Generator
14400 South Pony Express Road, Draper, Utah
Facility ID No. 4002081, Release Site OFU
The map shown here has been created with all due and reasonable care and is strictly
for use with WSP USA Project Number 23-814-00504. This map has not been certified
by a licensed land surveyor, and any third party use of this map comes without
warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever
for any such third party or unintended use.
23-814-00504
EA
6/12/2024
Job No.
PM:
Date:
Scale:
FIGURE
3
Legend
!.Soil Boring Location
Proposed Excavation Contour
(ft AMSL)
Bottom of Excavation
(4,429 ft AMSL) (1,030 sq.ft.)
Top of Excavation
(4,451 ft AMSL) (12,870 sq.ft.)
0 6030
Feet ±
1 in = 60 feet
DERR = Division of Environmental
Response and Remediation
DRO = Diesel Range Organics
TPH = Total Petroleum Hydrocarbons
mg/kg = micrograms per kilogram
ft bgs = feet below ground surface
bold = denotes result exceeded
DERR Initial Screening Level
sq.ft. = square feet
AMSL = Above Mean Sea Level
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
6.5-7 11500
16.5-17 8200
29.5-30 8780
SS-3
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
17.5-20 9250
44-45 <60
61-62 <55
75-76 <56
TMW-1
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
4-5 <59
16-17 <50
26-27 <66
44-45 5860
SB-5
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
4-5 <64
18.5-19.5 3140
23.5-25 3170
38-39 9320
SB-10
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
6.5-7 44400
14-15 9940
25.5-26.5 6370
43-44 <60
SB-12
Site Location
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
3-4 <59
22.5-23.2 946
39.5-40 <50
SS-2
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
5-6 <66
17-18 <64
24-25 <60
42.5-43.5 3490
SB-11
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PILE3-BOTTOM-C
PIT-NE-SLOPE-C
PIT-NW-SLOPE-C
PIT-SE-SLOPE-C
PIT-SW-SLOPE-C
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Vicinity Map
Excavation Soil SampleLocations Map
Utah State Prison Uintah
Maximum Security Generator
14400 South Pony Express Road, Draper, Utah
Facility ID No. 4002081, Release Site OFU
The map shown here has been created with all due and reasonable care and is strictly
for use with WSP USA Project Number 23-814-00504. This map has not been certified
by a licensed land surveyor, and any third party use of this map comes without
warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever for any such third party or unintended use.
23-814-00504
EA
11/7/2024
Job No.
PM:
Date:
Scale:
FIGURE4
Legend
!(Grab Sample
Composite Sample Location
Excavation Contour (2 ft interval)
(ft AMSL)
Bottom of Excavation
(4,429 ft AMSL) (1,030 sq.ft.)
Top of Excavation
(4,451 ft AMSL) (12,870 sq.ft.)
Temporary Staging Stockpile
0 3015
Feet ±
1 in = 30 feet
sq.ft. = square feet
AMSL = Above Mean Sea Level
Site Location
! !!
APPENDIX
GEOTECHNICAL
MEMORANDUM
Technical Memorandum
To: Ehud Ardon & Lucas Kerner, WSP USA Environment & Infrastructure Inc.
From: D. Fadling and M. Larson / WSP USA Environment & Infrastructure Inc.
Date: 29 August 2024
Subject: Slope Stability Analysis of Proposed Excavation at Former Utah State Prison Site
Draper, Utah
Project No. US-EI-2381400504
This technical memorandum prepared by WSP USA Environment & Infrastructure Inc. (WSP) to aid in
the planned excavation at the former Utah State Prison in Draper, Utah.
Project Description
An excavation pit near the boiler room of the former Utah State Prison has been proposed to remove
contaminated soils. The depth of the pit would be 22-feet, exceeding OSHA regulations by 2-feet and
therefore a slope stability analysis was required to ensure site safety. The pit was modeled in Slide2 with a
1.5H:1V slope ratio and a 2H:1V slope ratio for comparison. A minimum Factor of Safety (FoS) of 1.3 is
considered acceptable for temporary excavation slopes. A full description of modeling methods is available
in Attachment A.
Results
All scenarios had a minimum FoS of 1.3 or greater, indicating that both slope ratios are within the accepted
standards for temporary excavations. Full results are summarized in Table 1 and model figures are
available in Attachment B.
Table 1 Minimum FoS Values for Slope Models
Model Number
(Slope Ratio)
Scenario Name Minimum FoS
1
(1.5H:1V)
22-B3 Base Materials 1.3
22-B4 Base Materials 1.3
22-B5 Base Materials 1.3
2
(2H:1V)
22-B3 Base Materials 1.7
22-B4 Base Materials 1.7
22-B5 Base Materials 1.7
Modeled failure surfaces along cohesionless materials are represented as infinite-slope failures at very
shallow depths, akin to material sluffing. It is considered unlikely for these failures to occur during
excavation, but if material does move it would most likely be shallow erosions not requiring support or
remediation. Deeper failures are not expected.
Materials in the field may differ from those modeled. If different subsurface conditions, including the
presence of groundwater, are encountered, our office must be notified immediately to re-evaluate the slope
stability.
Please contact us if you have questions or need additional information.
Sincerely,
WSP USA Environment & Infrastructure, Inc.
David K. Fadling, PE UT #349987-2202 McKenna Larson, EIT
Senior Geotechnical Engineer Geological Engineer
Attachment A: Modeling Methods
Slope Stability Model Methods
The following sections describe the modeling process of the proposed excavation pit at the former Utah State Prison.
All work was conducted in the RocScience program Slide2.
Slope Boundary
The slope boundary was defined using contour intervals drawn by WSP in a June 2024 excavation plan (Attachment
A-1). Two model master scenarios were created, one with a 1.5H:1V slope ratio and the other with a 2H:1V slope ratio,
to compare potential failure surfaces. Spencer and Morgenstern-Price analytical methods with 50 slices, a 0.01
tolerance, and 75 maximum iterations were used when running the models.
Material Boundaries
Material boundaries were defined using borehole log data from borings drilled by RB&G Engineering Inc. (RB&G) in a
2022 geotechnical study of the former prison. Full borehole logs are included in Attachment A-2. While no borings were
drilled directly in the proposed excavation area, it was assumed that subsurface conditions were laterally continuous
enough to be used in modeling. Figure 1 displays the locations of the RB&G borings compared to the pit location.
Boring 22-B3, located approximately 380-feet northwest of the excavation pit site, was the primary source in defining
slope materials. The final elevation of boring 22-B3 was 4435.5-feet, 6.5-feet above the final elevation of the proposed
pit, leaving a material gap at the slope base. Three scenarios were modeled to supplement the missing material
information at depth, including (1) continuing the 22-B3 material to the slope base; (2) using material information from
boring 22-B4; and (3) using material information from boring 22-B5. These boundaries were kept the same across the
slope-ratio master scenarios.
Figure 1 Excavation Pit and Borings used in Modeling Locations
Material Properties
Material properties were defined in the Slide2 program using the Mohr-Coulomb Failure Criterion. Corrected standard
penetration, (N1)60, values reported in the 2022 boring logs were correlated with friction angle (φ) in degrees and dry
unit weight (γ) in pounds per cubic foot (pcf) using methods described by the Washington State Department of
Transportation (2015), California Department of Transportation (2014), and Sorensen & Okkels (2013). Torvane stress
test results reported by RB&G were used to define cohesion by converting to pounds per square foot (psf). Samples
with no torvane tests were left 0-pcf cohesion, which may not fully represent the materials in-situ.
Values from soil sample test results falling within the same USCS classification on a single boring log were averaged
to find the material values used in modeling. For example, four SPTs were conducted on samples labeled Silty Sand
(SP-SM) on boring log 22-B3. All four corrected SPT results were used to find friction angle and dry unit weight
individually and the resulting properties were averaged and reported.
Subsurface materials from older borings in the vicinity of the excavation pit were compared to the 2022 borings, however
standard penetration test (SPT) values were not used in model calculations due to a lack of information on older logs,
including the ground elevation, exact locations, and data needed in calculating the corrected standard penetration
values. Modeled materials are summarized in Table 1.
Table 1 Material Properties Used in Slide2
Material Label in Model USCS1 Friction Angle2 (º) Dry Unit Weight3 (pcf) Cohesion (psf)
22-B3 Lean Clay w/ Sand CL 30 98 820
22-B3 Silty Sand w/ Clay Lenses SM 35 95 300
22-B3 Sand w / Silt SP-SM 39 107 0
22-B4 Silty Sand SM 41 115 0
22-B5 Lean Clay w/ Sand CL 37 91 752
Table Notes:
1. As defined by RB&G Engineering Inc.
2. Calculated using the SPT vs Drained Friction Angle established by WSDOT (2015).
3. Approximated from SPT vs Unit Weight graphs by California Department of Transportation (Caltrans) (2014).
Groundwater
Groundwater was not encountered in the borings nearest the excavation site and was therefore not included in slope
models. The presence of groundwater would be the greatest factor in altering results.
Slope Surfaces
To avoid an infinite-slope issue in finding the model Factor of Safety (FoS), a circular grid of 20-x to 20-y intervals was
used. The grid was automatically generated by the Slide2 program and is included in model figures. This method was
used on each of the models. The cohesionless materials displayed very shallow soils as having the minimum factor of
safety. This could be the result of a continued infinite-slope, or a sluffing of near-surface material.
References
California Department of Transportation (Caltrans). 2014. Geotechnical Manual.
RB&G Engineering, Inc. 2022. Geotechnical Study for Demolition Point of the Mountain (Old Draper Prison
Site), Draper Utah. Prepared for Utah State Division of Facilities Construction Management.
Sorensen, K.K, & Okkels, N. 2013. Correlation Between Drained Shear Strength and Plasticity Index of
Undisturbed Overconsolidated Clays. Proceedings of the 18th International Conference on Soil Mechanics and
Geotechnical Engineering.
Washington State Department of Transportation (WSDOT). 2015. Geotechnical Design Manual. Publication
M46-03.11.
Attachment A-1: Excavation Plan
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Vicinity Map
Excavation Plan
Utah State Prison Uintah
Maximum Security Generator
14400 South Pony Express Road, Draper, Utah
Facility ID No. 4002081, Release Site OFU
The map shown here has been created with all due and reasonable care and is strictly
for use with WSP USA Project Number 23-814-00504. This map has not been certified
by a licensed land surveyor, and any third party use of this map comes without
warranties of any kind. WSP USA assumes no liability, direct or indirect, whatsoever
for any such third party or unintended use.
23-814-00504
EA
6/12/2024
Job No.
PM:
Date:
Scale:
FIGURE
1
Legend
!.Soil Boring Location
Proposed Excavation Contour
(ft AMSL)
Bottom of Excavation
(4,429 ft AMSL) (1,030 sq.ft.)
Top of Excavation
(4,451 ft AMSL) (12,870 sq.ft.)
0 6030
Feet ±
1 in = 60 feet
DERR = Division of Environmental
Response and Remediation
DRO = Diesel Range Organics
TPH = Total Petroleum Hydrocarbons
mg/kg = micrograms per kilogram
ft bgs = feet below ground surface
bold = denotes result exceeded
DERR Initial Screening Level
sq.ft. = square feet
AMSL = Above Mean Sea Level
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
6.5-7 11500
16.5-17 8200
29.5-30 8780
SS-3
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
17.5-20 9250
44-45 <60
61-62 <55
75-76 <56
TMW-1
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
4-5 <59
16-17 <50
26-27 <66
44-45 5860
SB-5
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
4-5 <64
18.5-19.5 3140
23.5-25 3170
38-39 9320
SB-10
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
6.5-7 44400
14-15 9940
25.5-26.5 6370
43-44 <60
SB-12
Site Location
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
3-4 <59
22.5-23.2 946
39.5-40 <50
SS-2
Sample Depth
(ft bgs)
TPH-DRO
(mg/kg)
5-6 <66
17-18 <64
24-25 <60
42.5-43.5 3490
SB-11
Attachment A-2: RB&G Boring Logs
34 0
0
19
62
16
17
12
13
16
17
18
16
12
NP
10,18,15,(72)
4,8,9,(39)
T 0.48
2,2,4,(14)
T 0.34
Pushed
4,4,5,(17)
T 0.15
7,11,13,(38)
9,13,18,(45)
9,12,15,(34)
brown, sl. moist, very
dense
brown, sl. moist
brown, sl. moist, firm to stiff
dk. brown to green-brown,
moist, firm
brown, sl. moist
green-brown, moist, med.
dense
brown, moist, dense
brown, moist, dense
brown to brown-white,
moist, dense
SILTY SAND W/GRAVEL
LEAN CLAY W/SAND
SANDY LEAN CLAY
sand lenses & seams
SILTY SAND
clay lenses & seams
SAND W/SILT
BOTTOM OF HOLE
SM
SM
CL
CL
CL
SM
SP-SM
SP-SM
SP-SM
21.2
15.0
81
38
DRILL HOLE LOG
Ot
h
e
r
T
e
s
t
s
10/6/22
202201-026-1
Gradation
Si
l
t
/
C
l
a
y
(
%
)
Gr
a
v
e
l
(
%
)
Sa
n
d
(
%
)
USCS
(AASHTO)
BORING NO. 22-B3
DEPTH TO WATER - INITIAL:AFTER 24 HOURS:
PROJECT:
N.M.
See
Legend
Sample
Material Description
60
DATE COMPLETED:
DFCM
DAVIS DRILLING
DRILLING METHOD:
CLIENT:
THE POINT
LAT: 40.492555° N, LONG: 111.900987° W
CME-75 / HOLLOW STEM AUGER
DRY'
Ty
p
e
Li
q
u
i
d
L
i
m
i
t
Atter.
Pl
a
s
t
.
I
n
d
e
x
Dr
y
D
e
n
s
i
t
y
(p
c
f
)
Mo
i
s
t
u
r
e
Co
n
t
e
n
t
(
%
)
Re
c
.
(
i
n
)
Elev.
(ft)
Li
t
h
o
l
o
g
y
DRILLER:
SHEET 1 OF 1
Depth
(ft)
LOCATION:10/6/22
PROJECT NUMBER:
DATE STARTED:
GROUND ELEVATION:
LOGGED BY:
Blow Count per 6"
(N ) Value
Torvane (tsf)
Pocket Penetrometer (tsf)
LEGEND:
Thin-Walled Tube
Sample
C.S., J.B.
~4457'
4455
4450
4445
4440
4435
5
10
15
20
1
Torvane (tsf)
Pocket Penetrometer (tsf)
Split Spoon Sample2" OD Split Spoon (SPT)
2.5" OD Split Spoon
3" OD Split Spoon
*
2,3,2,(6)
T 0.45
PP 2.0
Pushed
T 0.45
PP 2.0
With Liners
OTHER TESTS
UC = Unconfined Compression
CT = Consolidation
DS = Direct Shear
UU = Unconsolidated, Undrained
CU = Consolidated, Undrained
Chem. = pH, Resistivity, Sulfate,
Chloride
Hyd. = Hydrometer
DC = Dispersive Clay
SS = Soluble Salts
DH
_
L
O
G
_
V
8
-
2
0
1
4
-
1
T
H
E
_
P
O
I
N
T
_
D
F
C
M
.
G
P
J
U
S
E
V
A
L
.
G
D
T
1
1
/
1
0
/
2
2
CT
UC
1,509
psf
40 0 5
14
18
15
16
16
15
18
16
15
5,7,8,(33)
T 0.35
5,5,6,(26)
T 0.42
Pushed
T 0.69
T 0.29
7,13,20,(68)
10,12,16,(54)
9,14,18,(58)
10,11,19,(51)
6,13,15,(44)
brown, sl. moist, firm
brown, moist, firm
brown, sl. moist, firm to stiff
brown, moist, firm
brown, wet, very dense
brown, wet, very dense
brown, wet, very dense
brown, wet, very dense
brown-green, wet, dense
LEAN CLAY
organics
LEAN CLAY
silty sand lenses
SAND W/SILT
SILTY SAND
BOTTOM OF HOLE
CL
CL
CL
CL
SP-SM
SM
SM
SM
SM
31.889.3 95
DRILL HOLE LOG
Ot
h
e
r
T
e
s
t
s
10/6/22
202201-026-1
Gradation
Si
l
t
/
C
l
a
y
(
%
)
Gr
a
v
e
l
(
%
)
Sa
n
d
(
%
)
USCS
(AASHTO)
BORING NO. 22-B4
DEPTH TO WATER - INITIAL:AFTER 24 HOURS:
PROJECT:
8.5' 10/21/22
See
Legend
Sample
Material Description
60
DATE COMPLETED:
DFCM
DAVIS DRILLING
DRILLING METHOD:
CLIENT:
THE POINT
LAT: 40.49323° N, LONG: 111.904159° W
CME-75 / HOLLOW STEM AUGER
N.M.
Ty
p
e
Li
q
u
i
d
L
i
m
i
t
Atter.
Pl
a
s
t
.
I
n
d
e
x
Dr
y
D
e
n
s
i
t
y
(p
c
f
)
Mo
i
s
t
u
r
e
Co
n
t
e
n
t
(
%
)
Re
c
.
(
i
n
)
Elev.
(ft)
Li
t
h
o
l
o
g
y
DRILLER:
SHEET 1 OF 1
Depth
(ft)
LOCATION:10/6/22
PROJECT NUMBER:
DATE STARTED:
GROUND ELEVATION:
LOGGED BY:
Blow Count per 6"
(N ) Value
Torvane (tsf)
Pocket Penetrometer (tsf)
LEGEND:
Thin-Walled Tube
Sample
C.S., J.B.
~4446'
4445
4440
4435
4430
4425
5
10
15
20
1
Torvane (tsf)
Pocket Penetrometer (tsf)
Split Spoon Sample2" OD Split Spoon (SPT)
2.5" OD Split Spoon
3" OD Split Spoon
*
2,3,2,(6)
T 0.45
PP 2.0
Pushed
T 0.45
PP 2.0
With Liners
OTHER TESTS
UC = Unconfined Compression
CT = Consolidation
DS = Direct Shear
UU = Unconsolidated, Undrained
CU = Consolidated, Undrained
Chem. = pH, Resistivity, Sulfate,
Chloride
Hyd. = Hydrometer
DC = Dispersive Clay
SS = Soluble Salts
DH
_
L
O
G
_
V
8
-
2
0
1
4
-
1
T
H
E
_
P
O
I
N
T
_
D
F
C
M
.
G
P
J
U
S
E
V
A
L
.
G
D
T
1
1
/
1
0
/
2
2
Chem.
CT
40
28
0
0
12
26
17
12
18
12
18
18
18
18
11
9
9,5,4,(20)
T 0.56
0,2,4,(14)
T 0.38
1,2,2,(9)
T 0.43
Pushed
1,1,2,(6)
T 0.51
1,0,1,(2)
T 0.44
1,1,2,(4)
T 0.28
Pushed
T 0.17
brown, sl. moist
brown, sl. moist
brown, sl. moist
brown, sl. moist, stiff
brown, moist, firm
brown, very moist, firm
brown-green, moist
brown, moist
green-brown, moist, stiff
green-brown, very moist,
firm
green-brown, very moist
green-brown, very moist,
firm
green-brown, very moist,
soft
GRAVEL W/SILT & SAND
SILTY SAND W/GRAVEL
SILTY SAND
LEAN CLAY
SILT W/SAND
plastic, silty sand lenses
LEAN CLAY
SAND W/SILT
LEAN CLAY
sand lenses & seams
LEAN CLAY
silty sand lenses
SANDY LEAN CLAY
sand lenses
LEAN CLAY
LEAN CLAY W/SAND
vertical sand seam through full
length of sample
BOTTOM OF HOLE
GP-GM
SM
SM
CL
CL
ML
CL
SP-SM
CL
CL
CL
CL
CL
37.0
23.7102.0
88
74
DRILL HOLE LOG
Ot
h
e
r
T
e
s
t
s
10/6/22
202201-026-1
Gradation
Si
l
t
/
C
l
a
y
(
%
)
Gr
a
v
e
l
(
%
)
Sa
n
d
(
%
)
USCS
(AASHTO)
BORING NO. 22-B5
DEPTH TO WATER - INITIAL:AFTER 24 HOURS:
PROJECT:
DRY'10/21/22
See
Legend
Sample
Material Description
60
DATE COMPLETED:
DFCM
DAVIS DRILLING
DRILLING METHOD:
CLIENT:
THE POINT
LAT: 40.495200° N, LONG: 111.895861° W
CME-75 / HOLLOW STEM AUGER
N.M.
Ty
p
e
Li
q
u
i
d
L
i
m
i
t
Atter.
Pl
a
s
t
.
I
n
d
e
x
Dr
y
D
e
n
s
i
t
y
(p
c
f
)
Mo
i
s
t
u
r
e
Co
n
t
e
n
t
(
%
)
Re
c
.
(
i
n
)
Elev.
(ft)
Li
t
h
o
l
o
g
y
DRILLER:
SHEET 1 OF 1
Depth
(ft)
LOCATION:10/6/22
PROJECT NUMBER:
DATE STARTED:
GROUND ELEVATION:
LOGGED BY:
Blow Count per 6"
(N ) Value
Torvane (tsf)
Pocket Penetrometer (tsf)
LEGEND:
Thin-Walled Tube
Sample
C.S., J.B.
~4445'
4440
4435
4430
4425
5
10
15
20
1
Torvane (tsf)
Pocket Penetrometer (tsf)
Split Spoon Sample2" OD Split Spoon (SPT)
2.5" OD Split Spoon
3" OD Split Spoon
*
2,3,2,(6)
T 0.45
PP 2.0
Pushed
T 0.45
PP 2.0
With Liners
OTHER TESTS
UC = Unconfined Compression
CT = Consolidation
DS = Direct Shear
UU = Unconsolidated, Undrained
CU = Consolidated, Undrained
Chem. = pH, Resistivity, Sulfate,
Chloride
Hyd. = Hydrometer
DC = Dispersive Clay
SS = Soluble Salts
DH
_
L
O
G
_
V
8
-
2
0
1
4
-
1
T
H
E
_
P
O
I
N
T
_
D
F
C
M
.
G
P
J
U
S
E
V
A
L
.
G
D
T
1
1
/
1
0
/
2
2
Attachment B: Slope Stability Analysis Figures
1.3041.3041.3041.304
33.0 ft
22.0 ft
Phi
(°)
Cohesion
(psf)
Strength
Type
Unit
Weight
(lbs/ft3)
ColorMaterial
Name
30820Mohr-
Coulomb98
22-B3 Lean
Clay w/
Sand
35300Mohr-
Coulomb95
22-B3 Silty
Sand w/
clay lenses
410Mohr-
Coulomb11122-B3 Sand
w/ silt
Min
FSMethod Name
1.304Spencer
1.304
GLE /
Morgenstern-
Price
1
1.5
Safety Factor
0.000
0.250
0.500
0.750
1.000
1.250
1.500
1.750
2.000
2.250
2.500
2.750
3.000
3.250
3.500
3.750
4.000
4.250
4.500
4.750
5.000
5.250
5.500
5.750
6.000+
60
50
40
30
20
10
0
-10 0 10 20 30 40 50 60 70 80
Scenario 22-B3 Base MaterialsGroup1.5H:1V
Company WSP USA Inc.Drawn By M. Larson
Drawing No.2024-08-28-001Date2024-08-28
Project
US-EI-2381400504 Old Draper Prison Excavation Pit Design
1.3041.3041.3041.304
33.0 ft
22.0 ft
Phi
(°)
Cohesion
(psf)
Strength
Type
Unit
Weight
(lbs/ft3)
ColorMaterial
Name
30820Mohr-
Coulomb9822-B3 Lean
Clay w/ Sand
35300Mohr-
Coulomb95
22-B3 Silty
Sand w/ clay
lenses
410Mohr-
Coulomb11122-B3 Sand
w/ silt
410Mohr-
Coulomb11522-B4 SM
Min FSMethod Name
1.304Spencer
1.304GLE / Morgenstern-Price
1
1.5
Safety Factor
0.000
0.250
0.500
0.750
1.000
1.250
1.500
1.750
2.000
2.250
2.500
2.750
3.000
3.250
3.500
3.750
4.000
4.250
4.500
4.750
5.000
5.250
5.500
5.750
6.000+
60
50
40
30
20
10
0
-10 0 10 20 30 40 50 60 70 80 90
Scenario 22-B4 Base MaterialsGroup1.5H:1V
Company WSP USA Inc.Drawn By M. Larson
Drawing No.2024-08-28-002Date2024-08-28
Project
US-EI-2381400504 Old Draper Prison Excavation Pit Design
1.3061.3061.3061.306
33.0 ft
22.0 ft
Phi
(°)
Cohesion
(psf)
Strength
Type
Unit
Weight
(lbs/ft3)
ColorMaterial Name
30820Mohr-
Coulomb9822-B3 Lean Clay
w/ Sand
35300Mohr-
Coulomb9522-B3 Silty Sand
w/ clay lenses
410Mohr-
Coulomb11122-B3 Sand w/
silt
37752Mohr-
Coulomb9122-B5 CL
Min
FSMethod Name
1.306Spencer
1.306GLE / Morgenstern-
Price
1
1.5
Safety Factor
0.000
0.250
0.500
0.750
1.000
1.250
1.500
1.750
2.000
2.250
2.500
2.750
3.000
3.250
3.500
3.750
4.000
4.250
4.500
4.750
5.000
5.250
5.500
5.750
6.000+
60
50
40
30
20
10
0
-10 0 10 20 30 40 50 60 70 80 90
Scenario 22-B5 Base MaterialsGroup1.5H:1V
Company WSP USA Inc.Drawn By M. Larson
Drawing No.2024-08-28-003Date2024-08-28
Project
US-EI-2381400504 Old Draper Prison Excavation Pit Design
1.7391.7391.7391.739
22.0 ft
44.0 ft
Phi
(°)
Cohesion
(psf)
Strength
Type
Unit
Weight
(lbs/ft3)
ColorMaterial Name
30820Mohr-
Coulomb9822-B3 Lean Clay
w/ Sand
35300Mohr-
Coulomb9522-B3 Silty Sand
w/ clay lenses
410Mohr-
Coulomb11122-B3 Sand w/
silt
Min
FSMethod Name
1.739Spencer
1.739GLE / Morgenstern-
Price
1
2
Safety Factor
0.000
0.250
0.500
0.750
1.000
1.250
1.500
1.750
2.000
2.250
2.500
2.750
3.000
3.250
3.500
3.750
4.000
4.250
4.500
4.750
5.000
5.250
5.500
5.750
6.000+
60
40
20
0
-10 0 10 20 30 40 50 60 70 80 90 100
Scenario 22-B3 Base MaterialsGroup2H:1V
Company WSP USA Inc.Drawn By M. Larson
Drawing No.2024-08-28-004Date2024-08-28
Project
US-EI-2381400504 Old Draper Prison Excavation Pit Design
1.7391.7391.7391.739
44.0 ft
22.0 ft
Phi
(°)
Cohesion
(psf)
Strength
Type
Unit
Weight
(lbs/ft3)
ColorMaterial
Name
30820Mohr-
Coulomb9822-B3 Lean
Clay w/ Sand
35300Mohr-
Coulomb95
22-B3 Silty
Sand w/
clay lenses
410Mohr-
Coulomb11122-B3 Sand
w/ silt
410Mohr-
Coulomb11522-B4 SM
Min FSMethod Name
1.739Spencer
1.739GLE / Morgenstern-
Price
1
2
Safety Factor
0.000
0.250
0.500
0.750
1.000
1.250
1.500
1.750
2.000
2.250
2.500
2.750
3.000
3.250
3.500
3.750
4.000
4.250
4.500
4.750
5.000
5.250
5.500
5.750
6.000+
60
40
20
0
-10 0 10 20 30 40 50 60 70 80 90 100
Scenario 22-B4 Base MaterialsGroup2H:1V
Company WSP USA Inc.Drawn By M. Larson
Drawing No.2024-08-28-005Date2024-08-28
Project
US-EI-2381400504 Old Draper Prison Excavation Pit Design
1.7411.7411.7411.741
44.0 ft
22.0 ft
Phi
(°)
Cohesion
(psf)
Strength
Type
Unit
Weight
(lbs/ft3)
ColorMaterial Name
30820Mohr-
Coulomb9822-B3 Lean
Clay w/ Sand
35300Mohr-
Coulomb95
22-B3 Silty
Sand w/ clay
lenses
410Mohr-
Coulomb11122-B3 Sand w/
silt
37752Mohr-
Coulomb9122-B5 CL
Min FSMethod Name
1.741Spencer
1.741GLE / Morgenstern-
Price
1
2
Safety Factor
0.000
0.250
0.500
0.750
1.000
1.250
1.500
1.750
2.000
2.250
2.500
2.750
3.000
3.250
3.500
3.750
4.000
4.250
4.500
4.750
5.000
5.250
5.500
5.750
6.000+
60
40
20
0
-10 0 10 20 30 40 50 60 70 80 90 100
Scenario 22-B5 Base MaterialsGroup2H:1V
Company WSP USA Inc.Drawn By M. Larson
Drawing No.2024-08-28-006Date2024-08-28
Project
US-EI-2381400504 Old Draper Prison Excavation Pit Design
APPENDIX
PHOTOGRAPHIC LOG
Page 1
WSP USA
Photographic Record
Client: State Fuel Network Project Number: US-EI-2381400504
Site Name: Utah State Prison Uintah
Maximum Security Generator Site Location: Draper, UT
Photographer:
Rachel Ridge
Date:
9/4/2024
Direction:
South
Comments:
Photo of stockpiled
overburden soil.
Photographer:
Rachel Ridge
Date:
9/5/2024
Direction:
Southwest
Comments:
Photo of four 55-gallon
drums of Investigation
Derived Waste (IDW)
from previous boring
event. On right, metal
pipes that were
encountered during
excavation.
Page 2
WSP USA
Photographic Record
Client: State Fuel Network Project Number: US-EI-2381400504
Site Name: Utah State Prison Uintah
Maximum Security Generator Site Location: Draper, UT
Photographer:
Rachel Ridge
Date:
9/5/2024
Direction:
West
Comments:
Photo of excavation on
Day 2. Note stockpile
of contaminated soil to
the N (right) of pit (Pile
1).
Photographer:
Rachel Ridge
Date:
9/10/2024
Direction:
West
Comments:
A picture of the pit
near the end of Day 5.
Approximately 850
cubic yards of soil
had been removed.
Page 3
WSP USA
Photographic Record
Client: State Fuel Network Project Number: US-EI-2381400504
Site Name: Utah State Prison Uintah
Maximum Security Generator Site Location: Draper, UT
Photographer:
Rachel Ridge
Date:
9/23/2024
Direction:
South
Comments:
Image of the pit being
excavated on Day 10.
Approximately 1,146
cubic yards of soil had
been removed.
Photographer:
Rachel Ridge
Date:
9/25/2024
Direction:
South
Comments:
Image of the south side
of the pit on Day 12 of
excavation; pink flags
indicate inner circle.
Some further
excavation was
completed on this day,
and backfilling began
the next day.
Page 4
WSP USA
Photographic Record
Client: State Fuel Network Project Number: US-EI-2381400504
Site Name: Utah State Prison Uintah
Maximum Security Generator Site Location: Draper, UT
Photographer:
Rachel Ridge
Date:
10/2/2024
Direction:
North
Comments:
12-ft trench dug
through 11-ft of
backfill to collect
sample for
fractionation analysis.
Photographer:
Rachel Ridge
Date:
10/2/2024
Direction:
Southeast
Comments:
Sample of
contaminated soil
taken from the bottom
of the pit in bucket.
Page 5
WSP USA
Photographic Record
Client: State Fuel Network Project Number: US-EI-2381400504
Site Name: Utah State Prison Uintah
Maximum Security Generator Site Location: Draper, UT
Photographer:
Rachel Ridge
Date:
10/3/2024
Direction:
West
Comments:
Image of pit being
backfilled.
Photographer:
Rachel Ridge
Date:
10/10/2024
Direction:
West
Comments:
Image of backfilled pit.
A total of 1,326 cubic
yards were removed
from the site and taken
to the Intermountain
Regional Landfill.
APPENDIX
INVESTIGATION
DERIVED WASTE
CHARACTERIZATION
RESULTS
Summary Table of IDW Profile Sample Analytical Results
Method Analyte Units RSL/ISL Result Qual
8015 Flashpoint mg/kg ->200
9071B/1664B Oil & Grease mg/kg 1000 2,230
1311 Percent Pass mg/kg -<0.1
9040C/9045D pH mg/kg -8.6
6010D ARSENIC mg/kg 3 10.1
6010D BARIUM mg/kg 220000 246
6010D CADMIUM mg/kg 980 0.737
6010D CHROMIUM mg/kg 1,800,000^22.2
6010D LEAD mg/kg 800 37.0
7471A MERCURY mg/kg 46 0.032
6010D SELENIUM mg/kg 5800 <2.89
6010D SILVER mg/kg 5800 0.492 J
8260D 1,1,1-TRICHLOROETHANE mg/kg 36000 <0.32
8260D 1,1,2-TRICHLOROETHANE mg/kg 5 <0.32
8260D 1,1,2-TRICHLOROTRIFLUOROETHANE mg/kg 28000 <0.32
8260D 1,1-DICHLOROETHENE mg/kg 1000 <0.32
8260D 1,2-DICHLOROBENZENE mg/kg 9300 <0.32
8260D 1,2-DICHLOROETHANE mg/kg 2 <0.32
8260D 1,4-DICHLOROBENZENE mg/kg 11 <0.32
8260D 2-NITROPROPANE mg/kg NSL <3.22 J-Low L
8260D ACETONE mg/kg 670000 <3.22
8260D BENZENE mg/kg 5.1/0.2 <0.13
8260D CARBON DISULFIDE <0.64
8260D CARBON TETRACHLORIDE mg/kg 2.9 <0.32
8260D CHLOROBENZENE mg/kg 1300 <0.32
8260D CHLOROFORM mg/kg 1.4 <0.32
8260D CYCLOHEXANONE 130000 <3.22 J-Low L
8260D ETHYL ACETATE 2600 <0.64
8260D ETHYL ETHER 230000 <0.32
8260D ETHYLBENZENE mg/kg 25/5 4.37
8260D HEXACHLORO-1,3-BUTADIENE mg/kg 5.3 <0.32
8260D ISOBUTANOL 350000 <6.44
8260D METHYL ETHYL KETONE 190000 <0.64
8260D METHYL ISOBUTYL KETONE 140000 <1.61
8260D METHYLENE CHLORIDE mg/kg 1000 <0.64
8260D N-BUTYL ALCOHOL 120000 <16.1
8260D TETRACHLOROETHENE mg/kg 100 <0.32
8260D TOLUENE mg/kg 47000/9 0.66
8260D TRICHLOROETHENE mg/kg 6 <0.32
8260D TRICHLOROFLUOROMETHANE mg/kg 350000 <0.32
8260D VINYL CHLORIDE mg/kg 1.7 <0.13
8260D XYLENES, TOTAL mg/kg 2500/142 40.8
Notes:
EPA - Environmental Protection Agency.
RSL - Environmental Protection Agency Regional Screening Levels; Industrial Soil from November 2022.
*ISL - Utah Initial Screening Level; November 2005
^ - Using Chromium 3 Industrial Soil Screening Level.
NSL - No Screening Level
Bold concentration levels reported above reporting Limit
Bold and highlighted concentration levels exceed the EPA RSL and/or ISL
Qual - Qualifier.
Non-detect results are reported less than the MDL
Client Sample ID SB-12 (6-10)
Date Collected 11/16/2023
Sample Depth 6-10 Feet
Lab Sample ID 23K1524-01
j-Low L: Estimated low due to low recovery of LCS
NA - Not Analyzed.
Qualifiers:
J: Detected but below the Reporting Limit; therefore, result is an estimated concentration
Utah State Prison - Uinta Maximum Security Generator
Facility ID No. 4002081, Release OFU
Subsurface Investigation Report Page 1 of 1
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
WSP USA Environmental & Infrastructure Inc.
Attn: Corey Buchanan
10876 South River Front Parkway Suite 250
South Jordan, UT 84095
Work Order: 23K1524
Project: Draper Prison Generator #2381400504
12/22/2023
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 16
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:(801) 262-7299 F: (866) 792-0093
www.ChemtechFord.com
WSP USA Environmental & Infrastructure Inc.
Corey Buchanan
10876 South River Front Parkway Suite 250
South Jordan, UT 84095
PO#:
Receipt:
Date Reported:
Project Name:
C014105838
11/16/23 16:10 @ 3.2 °C
12/22/2023
Draper Prison Generator #2381400504
Sample ID: SB-12 (6-10)
Lab ID: 23K1524-01Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 11/16/23 13:25
Preparation
Date/Time
Sampled By: Corey Buchanan
Minimum
Reporting
Limit MethodResult
Inorganic
°F 11/22/2311/22/2380.0 EPA 1010MOD>200Flashpoint
mg/kg dry 11/17/2311/17/23321EPA 1664BMod2230Oil & Grease (HEM)
%11/21/2311/20/230.1 EPA 1311/1311NDPercent Pass
pH Units 11/17/2311/17/230.1 EPA 9040C/9045D8.6pH
%11/20/2311/17/230.1 CTF800077.7Total Solids
Metals
mg/kg dry 11/21/2311/18/237.23 EPA 6010D/3050B10.1Arsenic, Total
mg/kg dry 11/21/2311/18/230.723 EPA 6010D/3050B246Barium, Total
mg/kg dry 11/21/2311/18/230.723 EPA 6010D/3050B0.737Cadmium, Total
mg/kg dry 11/21/2311/18/230.723 EPA 6010D/3050B22.2Chromium, Total
mg/kg dry 11/21/2311/18/237.23 EPA 6010D/3050B37.0Lead, Total
mg/kg dry 11/20/2311/20/230.027 EPA 7471A0.032Mercury, Total
mg/kg dry 11/21/2311/18/232.89 EPA 6010D/3050BNDSelenium, Total
mg/kg dry J11/21/2311/18/230.723 EPA 6010D/3050B0.492Silver, Total
Volatile Organic Compounds
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,1,1-Trichloroethane
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,1,2-Trichloroethane
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,1,2-Trichlorotrifluoroethane
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,1-Dichloroethene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,2-Dichlorobenzene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,2-Dichloroethane
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BND1,4-Dichlorobenzene
mg/kg dry J-LOW-L11/29/2311/29/233.22 EPA 8260D/5030BND2-Nitropropane
mg/kg dry 11/29/2311/29/233.22 EPA 8260D/5030BNDAcetone
mg/kg dry 11/29/2311/29/230.13 EPA 8260D/5030BNDBenzene
mg/kg dry 11/29/2311/29/230.64 EPA 8260D/5030BNDCarbon Disulfide
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDCarbon Tetrachloride
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDChlorobenzene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDChloroform
mg/kg dry J-LOW-L11/29/2311/29/233.22 EPA 8260D/5030BNDCyclohexanone
mg/kg dry 11/29/2311/29/230.64 EPA 8260D/5030BNDEthyl Acetate
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDEthyl Ether
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030B4.37Ethylbenzene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDHexachlorobutadiene
mg/kg dry 11/29/2311/29/236.44 EPA 8260D/5030BNDIsobutanol
mg/kg dry 11/29/2311/29/230.64 EPA 8260D/5030BNDMethyl Ethyl Ketone
mg/kg dry 11/29/2311/29/231.61 EPA 8260D/5030BNDMethyl Isobutyl Ketone
Project Name: Draper Prison Generator #2381400504 CtF WO#: 23K1524
www.ChemtechFord.com
Page 2 of 16Page 2 of 16
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:(801) 262-7299 F: (866) 792-0093
www.ChemtechFord.com
WSP USA Environmental & Infrastructure Inc.
Corey Buchanan
10876 South River Front Parkway Suite 250
South Jordan, UT 84095
PO#:
Receipt:
Date Reported:
Project Name:
C014105838
11/16/23 16:10 @ 3.2 °C
12/22/2023
Draper Prison Generator #2381400504
Sample ID: SB-12 (6-10) (cont.)
Lab ID: 23K1524-01Matrix: Solid
Flag(s)Units
Analysis
Date/Time
Date Sampled: 11/16/23 13:25
Preparation
Date/Time
Sampled By: Corey Buchanan
Minimum
Reporting
Limit MethodResult
Volatile Organic Compounds (cont.)
mg/kg dry 11/29/2311/29/230.64 EPA 8260D/5030BNDMethylene Chloride
mg/kg dry 11/29/2311/29/2316.1 EPA 8260D/5030BNDn-Butyl Alcohol
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDTetrachloroethene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030B0.66Toluene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDTrichloroethene
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030BNDTrichlorofluoromethane
mg/kg dry 11/29/2311/29/230.13 EPA 8260D/5030BNDVinyl Chloride
mg/kg dry 11/29/2311/29/230.32 EPA 8260D/5030B40.8Xylenes, total
Project Name: Draper Prison Generator #2381400504 CtF WO#: 23K1524
www.ChemtechFord.com
Page 3 of 16Page 3 of 16
xx
Chemtech-Ford Laboratories
Serving the Intermountain West Since 1953
Certificate of Analysis
9632 South 500 West
Sandy, UT 84070
O:(801) 262-7299 F: (866) 792-0093
www.ChemtechFord.com
WSP USA Environmental & Infrastructure Inc.
Corey Buchanan
10876 South River Front Parkway Suite 250
South Jordan, UT 84095
PO#:
Receipt:
Date Reported:
Project Name:
C014105838
11/16/23 16:10 @ 3.2 °C
12/22/2023
Draper Prison Generator #2381400504
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
J = Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
J-LOW-L = Estimated low due to low recovery of LCS
Project Name: Draper Prison Generator #2381400504 CtF WO#: 23K1524
www.ChemtechFord.com
Page 4 of 16Page 4 of 16
Page 5 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Duplicate - EPA 1010MOD
QC Sample ID: BXK1129-DUP1 QC Source Sample: 23K1524-01Batch: BXK1129
Date Prepared: 11/22/2023 Date Analyzed: 11/22/2023
Flashpoint 0.00 200 >200 >200 80.0 1.00
Z-01 - >200
Reference - EPA 1010MOD
QC Sample ID: BXK1129-SRM1 Batch: BXK1129
Date Prepared: 11/22/2023 Date Analyzed: 11/22/2023
Flashpoint 102 96.06 - 103.7 130 127 80.0 1.00
QC Sample ID: BXK1129-SRM2 Batch: BXK1129
Date Prepared: 11/22/2023 Date Analyzed: 11/22/2023
Flashpoint 101 96.06 - 103.7 128 127 80.0 1.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 6 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Blank - EPA 1311
QC Sample ID: BXK1009-BLK1 Batch: BXK1009
Date Prepared: 11/20/2023 Date Analyzed: 11/21/2023
Percent Pass ND 0.1 1.00
QC Sample ID: BXK1009-BLK2 Batch: BXK1009
Date Prepared: 11/20/2023 Date Analyzed: 11/21/2023
Percent Pass ND 0.1 1.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 7 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Blank - EPA 1664BMod
QC Sample ID: BXK0903-BLK1 Batch: BXK0903
Date Prepared: 11/17/2023 Date Analyzed: 11/17/2023
Oil & Grease (HEM)ND 250 1.00
LCS - EPA 1664BMod
QC Sample ID: BXK0903-BS1 Batch: BXK0903
Date Prepared: 11/17/2023 Date Analyzed: 11/17/2023
Oil & Grease (HEM)97.8 78 - 114 1960 2000 250 1.00
LCS Dup - EPA 1664BMod
QC Sample ID: BXK0903-BSD1 Batch: BXK0903
Date Prepared: 11/17/2023 Date Analyzed: 11/17/2023
Oil & Grease (HEM)97.5 0.256 78 - 114 18 1950 2000 250 1.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 8 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Blank - EPA 6010D
QC Sample ID: BXK0882-BLK1 Batch: BXK0882
Date Prepared: 11/18/2023 Date Analyzed: 11/21/2023
Arsenic, Total ND 5.00 1.00
Barium, Total ND 0.500 1.00
Cadmium, Total ND 0.500 1.00
Chromium, Total 0.130 0.500 1.00
J - Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
Lead, Total ND 5.00 1.00
Selenium, Total ND 2.00 1.00
Silver, Total 0.220 0.500 1.00
J - Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
Matrix Spike - EPA 6010D
QC Sample ID: BXK0882-MS1 QC Source Sample: XXXXXXX-XXBatch: BXK0882
Date Prepared: 11/18/2023 Date Analyzed: 11/21/2023
Arsenic, Total 101 75 - 125 156 ND 155 7.74 2.00
Barium, Total 110 75 - 125 38.1 16.9 19.4 0.774 2.00
Cadmium, Total 90.8 75 - 125 141 ND 155 0.774 2.00
Chromium, Total 101 75 - 125 161 5.26 155 0.774 2.00
Lead, Total 98.3 75 - 125 152 ND 155 7.74 2.00
Selenium, Total 94.5 75 - 125 146 ND 155 3.10 2.00
Silver, Total 109 75 - 125 9.18 0.742 7.74 0.774 2.00
Matrix Spike Dup - EPA 6010D
QC Sample ID: BXK0882-MSD1 QC Source Sample: XXXXXXX-XXBatch: BXK0882
Date Prepared: 11/18/2023 Date Analyzed: 11/21/2023
Arsenic, Total 103 38.9 75 - 125 20 232 ND 226 11.3 2.00
RPD-01 - RPD between MS and MSD is outside established limits. Data is acceptable based on MS and MSD being within
acceptable recovery limits.
Barium, Total 154 44.9 75 - 125 20 60.2 16.9 28.2 1.13 2.00
QM-060 - Due to non-homogeneity of the sample matrix, the sample duplicate did not provide reliable results for accuracy and
precision. Sample results for the QC batch were accepted based on LCS/LCSD percent recoveries and RPD values.
Cadmium, Total 90.1 36.6 75 - 125 25 204 ND 226 1.13 2.00
RPD-01 - RPD between MS and MSD is outside established limits. Data is acceptable based on MS and MSD being within
acceptable recovery limits.
Chromium, Total 102 37.6 75 - 125 20 236 5.26 226 1.13 2.00
RPD-01 - RPD between MS and MSD is outside established limits. Data is acceptable based on MS and MSD being within
acceptable recovery limits.
Lead, Total 97.7 36.7 75 - 125 20 221 ND 226 11.3 2.00
RPD-01 - RPD between MS and MSD is outside established limits. Data is acceptable based on MS and MSD being within
acceptable recovery limits.
Selenium, Total 94.0 36.8 75 - 125 20 212 ND 226 4.52 2.00
RPD-01 - RPD between MS and MSD is outside established limits. Data is acceptable based on MS and MSD being within
acceptable recovery limits.
Silver, Total 113 38.1 75 - 125 20 13.5 0.742 11.3 1.13 2.00
RPD-01 - RPD between MS and MSD is outside established limits. Data is acceptable based on MS and MSD being within
acceptable recovery limits.
Reference - EPA 6010D
QC Sample ID: BXK0882-SRM1 Batch: BXK0882
Date Prepared: 11/18/2023 Date Analyzed: 11/21/2023
Arsenic, Total 83.6 59.2 - 109.82 136 163 9.41 1.00
Barium, Total 97.8 74.29 - 123.8 312 319 0.941 1.00
Cadmium, Total 88.8 68.077 - 113.85 115 130 0.941 1.00
Chromium, Total 91.0 66.6 - 123.53 139 153 0.941 1.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 9 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Reference - EPA 6010D (cont.)
QC Sample ID: BXK0882-SRM1 Batch: BXK0882
Date Prepared: 11/18/2023 Date Analyzed: 11/21/2023
Lead, Total 98.9 71.36 - 122.27 217 220 9.41 1.00
Selenium, Total 83.2 67.308 - 132.05 130 156 3.77 1.00
Silver, Total 101 67.9 - 123.04 83.5 82.9 0.941 1.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 10 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Blank - EPA 7471A
QC Sample ID: BXK0959-BLK1 Batch: BXK0959
Date Prepared: 11/20/2023 Date Analyzed: 11/20/2023
Mercury, Total 0.003 0.030 1.00
J - Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
Matrix Spike - EPA 7471A
QC Sample ID: BXK0959-MS1 QC Source Sample: XXXXXXX-XXBatch: BXK0959
Date Prepared: 11/20/2023 Date Analyzed: 11/20/2023
Mercury, Total 100 70 - 130 0.642 0.059 0.582 0.021 1.00
QC Sample ID: BXK0959-MS2 QC Source Sample: XXXXXXX-XXBatch: BXK0959
Date Prepared: 11/20/2023 Date Analyzed: 11/20/2023
Mercury, Total 121 70 - 130 0.669 0.072 0.493 0.018 1.00
Matrix Spike Dup - EPA 7471A
QC Sample ID: BXK0959-MSD1 QC Source Sample: XXXXXXX-XXBatch: BXK0959
Date Prepared: 11/20/2023 Date Analyzed: 11/20/2023
Mercury, Total 97.6 11.8 70 - 130 20 0.723 0.059 0.680 0.024 1.00
QC Sample ID: BXK0959-MSD2 QC Source Sample: XXXXXXX-XXBatch: BXK0959
Date Prepared: 11/20/2023 Date Analyzed: 11/20/2023
Mercury, Total 99.8 10.9 70 - 130 20 0.746 0.072 0.675 0.024 1.00
Reference - EPA 7471A
QC Sample ID: BXK0959-SRM1 Batch: BXK0959
Date Prepared: 11/20/2023 Date Analyzed: 11/20/2023
Mercury, Total 102 62.176 - 144.91 9.96 9.81 0.610 10.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 11 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Blank - EPA 8260D
QC Sample ID: BXK1337-BLK1 Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
1,1,1-Trichloroethane ND 0.001 1.00
1,1,2-Trichloroethane ND 0.001 1.00
1,1,2-Trichlorotrifluoroethane ND 0.001 1.00
1,1-Dichloroethene ND 0.001 1.00
1,2-Dichlorobenzene ND 0.001 1.00
1,2-Dichloroethane ND 0.001 1.00
1,4-Dichlorobenzene ND 0.001 1.00
2-Nitropropane ND 0.01 1.00
Acetone ND 0.01 1.00
Benzene ND 0.0004 1.00
Carbon Disulfide ND 0.002 1.00
Carbon Tetrachloride ND 0.001 1.00
Chlorobenzene ND 0.001 1.00
Chloroform ND 0.001 1.00
Cyclohexanone ND 0.01 1.00
Ethyl Acetate ND 0.002 1.00
Ethyl Ether ND 0.001 1.00
Ethylbenzene ND 0.001 1.00
Hexachlorobutadiene ND 0.001 1.00
Isobutanol ND 0.02 1.00
Methyl Ethyl Ketone ND 0.002 1.00
Methyl Isobutyl Ketone ND 0.005 1.00
Methylene Chloride ND 0.002 1.00
n-Butyl Alcohol ND 0.05 1.00
Tetrachloroethene ND 0.001 1.00
Toluene ND 0.001 1.00
Trichloroethene ND 0.001 1.00
Trichlorofluoromethane ND 0.001 1.00
Vinyl Chloride ND 0.0004 1.00
Xylenes, total ND 0.001 1.00
LCS - EPA 8260D
QC Sample ID: BXK1337-BS1 Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
1,1,1-Trichloroethane 84.7 70 - 130 0.008 0.0100 0.001 1.00
1,1,2-Trichloroethane 90.2 70 - 130 0.009 0.0100 0.001 1.00
1,1,2-Trichlorotrifluoroethane 77.9 70 - 130 0.008 0.0100 0.001 1.00
1,1-Dichloroethene 82.9 70 - 130 0.008 0.0100 0.001 1.00
1,2-Dichlorobenzene 93.3 70 - 130 0.009 0.0100 0.001 1.00
1,2-Dichloroethane 94.9 70 - 130 0.009 0.0100 0.001 1.00
1,4-Dichlorobenzene 91.9 70 - 130 0.009 0.0100 0.001 1.00
2-Nitropropane 48.5 70 - 130 0.01 0.0300 0.01 1.00
J-LOW-L - Estimated low due to low recovery of LCS
Acetone 103 70 - 130 0.1 0.100 0.01 1.00
Benzene 88.8 70 - 130 0.009 0.0100 0.0004 1.00
Carbon Disulfide 93.0 70 - 130 0.009 0.0100 0.002 1.00
Carbon Tetrachloride 73.3 70 - 130 0.007 0.0100 0.001 1.00
Chlorobenzene 85.9 70 - 130 0.009 0.0100 0.001 1.00
Chloroform 98.1 70 - 130 0.01 0.0100 0.001 1.00
Cyclohexanone 22.5 70 - 130 0.02 0.100 0.01 1.00
J-LOW-L - Estimated low due to low recovery of LCS
CtF WO#: 23K1524
www.ChemtechFord.com Page 12 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
LCS - EPA 8260D (cont.)
QC Sample ID: BXK1337-BS1 Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
Ethyl Acetate 114 70 - 130 0.02 0.0200 0.002 1.00
Ethyl Ether 103 70 - 130 0.01 0.0100 0.001 1.00
Ethylbenzene 83.0 70 - 130 0.008 0.0100 0.001 1.00
Hexachlorobutadiene 72.7 70 - 130 0.007 0.0100 0.001 1.00
Isobutanol 86.9 70 - 130 0.2 0.200 0.02 1.00
Methyl Ethyl Ketone 132 70 - 130 0.01 0.0100 0.002 1.00
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.
Methyl Isobutyl Ketone 99.2 70 - 130 0.01 0.0100 0.005 1.00
Methylene Chloride 96.7 70 - 130 0.01 0.0100 0.002 1.00
n-Butyl Alcohol 80.1 70 - 130 0.08 0.100 0.05 1.00
Tetrachloroethene 71.4 70 - 130 0.007 0.0100 0.001 1.00
Toluene 84.1 70 - 130 0.008 0.0100 0.001 1.00
Trichloroethene 78.6 70 - 130 0.008 0.0100 0.001 1.00
Trichlorofluoromethane 92.6 70 - 130 0.009 0.0100 0.001 1.00
Vinyl Chloride 96.3 70 - 130 0.01 0.0100 0.0004 1.00
Xylenes, total 84.1 70 - 130 0.03 0.0300 0.001 1.00
Matrix Spike - EPA 8260D
QC Sample ID: BXK1337-MS1 QC Source Sample: 23K1524-01Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
1,1,1-Trichloroethane 85.0 70 - 130 3 ND 3.22 0.32 1.00
1,1,2-Trichloroethane 435 70 - 130 14 ND 3.22 0.32 1.00
QM-4X - The spike recovery was outside of QC acceptance limits for the MS and/or MSD due to analyte concentration at 4
times or greater the spike concentration. The QC batch was accepted based on LCS and/or LCSD recoveries within the
acceptance limits.
1,1,2-Trichlorotrifluoroethane 68.0 70 - 130 2 ND 3.22 0.32 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
1,1-Dichloroethene 83.1 70 - 130 3 ND 3.22 0.32 1.00
1,2-Dichlorobenzene 105 70 - 130 3 ND 3.22 0.32 1.00
1,2-Dichloroethane 96.8 70 - 130 3 ND 3.22 0.32 1.00
1,4-Dichlorobenzene 102 70 - 130 3 ND 3.22 0.32 1.00
2-Nitropropane 49.4 70 - 130 5 ND 9.66 3.22 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Acetone 103 70 - 130 33 ND 32.2 3.22 1.00
Benzene 86.4 70 - 130 3 ND 3.22 0.13 1.00
Carbon Disulfide 86.7 70 - 130 3 ND 3.22 0.64 1.00
Carbon Tetrachloride 71.2 70 - 130 2 ND 3.22 0.32 1.00
Chlorobenzene 84.5 70 - 130 3 ND 3.22 0.32 1.00
Chloroform 99.8 70 - 130 3 ND 3.22 0.32 1.00
Cyclohexanone 165 70 - 130 53 ND 32.2 3.22 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Ethyl Acetate 122 70 - 130 8 ND 6.44 0.64 1.00
Ethyl Ether 96.0 70 - 130 3 ND 3.22 0.32 1.00
Ethylbenzene 83.5 70 - 130 7 4 3.22 0.32 1.00
Hexachlorobutadiene 54.7 70 - 130 2 ND 3.22 0.32 1.00
RPD-MSOut - The RPD between MS and MSD is outside established control limits.
CtF WO#: 23K1524
www.ChemtechFord.com Page 13 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Matrix Spike - EPA 8260D (cont.)
QC Sample ID: BXK1337-MS1 QC Source Sample: 23K1524-01Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
Isobutanol 67.4 70 - 130 43 ND 64.4 6.44 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Methyl Ethyl Ketone 112 70 - 130 4 ND 3.22 0.64 1.00
Methyl Isobutyl Ketone 88.6 70 - 130 3 ND 3.22 1.61 1.00
Methylene Chloride 103 70 - 130 3 ND 3.22 0.64 1.00
n-Butyl Alcohol 51.9 70 - 130 17 ND 32.2 16.1 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Tetrachloroethene 83.5 70 - 130 3 ND 3.22 0.32 1.00
Toluene 83.7 70 - 130 3 0.7 3.22 0.32 1.00
Trichloroethene 76.5 70 - 130 2 ND 3.22 0.32 1.00
Trichlorofluoromethane 96.0 70 - 130 3 ND 3.22 0.32 1.00
Vinyl Chloride 94.9 70 - 130 3 ND 3.22 0.13 1.00
Xylenes, total 92.0 70 - 130 50 41 9.66 0.32 1.00
QM-4X - The spike recovery was outside of QC acceptance limits for the MS and/or MSD due to analyte concentration at 4
times or greater the spike concentration. The QC batch was accepted based on LCS and/or LCSD recoveries within the
acceptance limits.
Matrix Spike Dup - EPA 8260D
QC Sample ID: BXK1337-MSD1 QC Source Sample: 23K1524-01Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
1,1,1-Trichloroethane 82.8 2.62 70 - 130 20 3 ND 3.22 0.32 1.00
1,1,2-Trichloroethane 436 0.0919 70 - 130 20 14 ND 3.22 0.32 1.00
QM-4X - The spike recovery was outside of QC acceptance limits for the MS and/or MSD due to analyte concentration at 4
times or greater the spike concentration. The QC batch was accepted based on LCS and/or LCSD recoveries within the
acceptance limits.
1,1,2-Trichlorotrifluoroethane 67.2 1.18 70 - 130 20 2 ND 3.22 0.32 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
1,1-Dichloroethene 78.6 5.57 70 - 130 20 3 ND 3.22 0.32 1.00
1,2-Dichlorobenzene 91.4 14.0 70 - 130 20 3 ND 3.22 0.32 1.00
1,2-Dichloroethane 95.1 1.77 70 - 130 20 3 ND 3.22 0.32 1.00
1,4-Dichlorobenzene 90.3 12.1 70 - 130 20 3 ND 3.22 0.32 1.00
2-Nitropropane 43.4 13.0 70 - 130 20 4 ND 9.66 3.22 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Acetone 102 0.137 70 - 130 20 33 ND 32.2 3.22 1.00
Benzene 83.7 3.17 70 - 130 20 3 ND 3.22 0.13 1.00
Carbon Disulfide 80.5 7.42 70 - 130 20 3 ND 3.22 0.64 1.00
Carbon Tetrachloride 69.0 3.14 70 - 130 20 2 ND 3.22 0.32 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Chlorobenzene 81.2 3.98 70 - 130 20 3 ND 3.22 0.32 1.00
Chloroform 96.2 3.67 70 - 130 20 3 ND 3.22 0.32 1.00
Cyclohexanone 170 3.48 70 - 130 20 55 ND 32.2 3.22 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
CtF WO#: 23K1524
www.ChemtechFord.com Page 14 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Matrix Spike Dup - EPA 8260D (cont.)
QC Sample ID: BXK1337-MSD1 QC Source Sample: 23K1524-01Batch: BXK1337
Date Prepared: 11/29/2023 Date Analyzed: 11/29/2023
Ethyl Acetate 117 4.64 70 - 130 20 8 ND 6.44 0.64 1.00
Ethyl Ether 98.0 2.06 70 - 130 20 3 ND 3.22 0.32 1.00
Ethylbenzene 75.9 3.53 70 - 130 20 7 4 3.22 0.32 1.00
Hexachlorobutadiene 43.9 21.9 70 - 130 20 1 ND 3.22 0.32 1.00
RPD-MSOut - The RPD between MS and MSD is outside established control limits.
Isobutanol 69.7 3.21 70 - 130 20 45 ND 64.4 6.44 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Methyl Ethyl Ketone 121 7.48 70 - 130 20 4 ND 3.22 0.64 1.00
Methyl Isobutyl Ketone 96.2 8.23 70 - 130 20 3 ND 3.22 1.61 1.00
Methylene Chloride 97.0 5.61 70 - 130 20 3 ND 3.22 0.64 1.00
n-Butyl Alcohol 58.4 11.8 70 - 130 20 19 ND 32.2 16.1 1.00
QM-RPD - The recovery was outside acceptance limits for the MS and/or MSD. The RPD between the MS and MSD was
acceptable and indicates the recovery is due to matrix interference. The batch was accepted based on the acceptable
recovery of the LCS and the RPD.
Tetrachloroethene 86.0 2.95 70 - 130 20 3 ND 3.22 0.32 1.00
Toluene 81.0 2.62 70 - 130 20 3 0.7 3.22 0.32 1.00
Trichloroethene 75.8 0.919 70 - 130 20 2 ND 3.22 0.32 1.00
Trichlorofluoromethane 89.9 6.56 70 - 130 20 3 ND 3.22 0.32 1.00
Vinyl Chloride 89.4 5.97 70 - 130 20 3 ND 3.22 0.13 1.00
Xylenes, total 61.6 6.09 70 - 130 20 47 41 9.66 0.32 1.00
QM-4X - The spike recovery was outside of QC acceptance limits for the MS and/or MSD due to analyte concentration at 4
times or greater the spike concentration. The QC batch was accepted based on LCS and/or LCSD recoveries within the
acceptance limits.
CtF WO#: 23K1524
www.ChemtechFord.com Page 15 of 16
QC Report for Work Order (WO) - 23K1524
% Rec RPD RPD Max MRL DFResultSpk ValueLimitsSource ConcAnalyte
Duplicate - EPA 9040C/9045D
QC Sample ID: BXK0924-DUP1 QC Source Sample: XXXXXXX-XXBatch: BXK0924
Date Prepared: 11/17/2023 Date Analyzed: 11/17/2023
pH 0.483 3 8.3 8.3 0.1 1.00
QC Sample ID: BXK0924-DUP2 QC Source Sample: XXXXXXX-XXBatch: BXK0924
Date Prepared: 11/17/2023 Date Analyzed: 11/17/2023
pH 2.50 3 8.3 8.5 0.1 1.00
CtF WO#: 23K1524
www.ChemtechFord.com Page 16 of 16
APPENDIX
WASTE MANIFESTS
APPENDIX
LABORATORY
ANALYTICAL REPORTS
ANALYTICAL REPORT
September 26, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1777354
Samples Received:09/13/2024
Project Number:US-EI-2381400504
Description:Draper Dig & Haul
Report To:Rachel Ridge
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
September 26, 2024
[Preliminary Report]
Daphne Richards
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 mydata.pacelabs.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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September 27, 2024
Jordan N Zito
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
PIT-SW-SLOPE-C L1777354-01 5
PIT-SE-SLOPE-C L1777354-02 6
PIT-SW-SLOPE L1777354-03 7
PIT-SE-SLOPE L1777354-04 8
Qc: Quality Control Summary 9
Total Solids by Method 2540 G-2011 9
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 10
Semi-Volatile Organic Compounds (GC) by Method 8015 11
Gl: Glossary of Terms 12
Al: Accreditations & Locations 13
Sc: Sample Chain of Custody 14
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
PIT-SW-SLOPE-C L1777354-01 Solid Rachel Ridge 09/12/24 13:50 09/13/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2363820 1 09/12/24 13:50 09/17/24 15:38 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-SE-SLOPE-C L1777354-02 Solid Rachel Ridge 09/12/24 13:50 09/13/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2363820 1 09/12/24 13:50 09/17/24 15:58 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-SW-SLOPE L1777354-03 Solid Rachel Ridge 09/12/24 13:50 09/13/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2362512 1 09/17/24 11:57 09/17/24 12:17 CMB Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2369195 1 09/25/24 08:00 09/25/24 21:40 KKS Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-SE-SLOPE L1777354-04 Solid Rachel Ridge 09/12/24 13:50 09/13/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2362512 1 09/17/24 11:57 09/17/24 12:17 CMB Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2369195 1 09/25/24 08:00 09/25/24 21:53 KKS Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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Jordan N Zito
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 01
L1777354
PIT-SW-SLOPE-C
Collected date/time: 09/12/24 13:50
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/17/2024 15:38 WG2363820
Benzene U 0.000375 0.00100 1 09/17/2024 15:38 WG2363820
1,2-Dichloroethane U 0.000450 0.00100 1 09/17/2024 15:38 WG2363820
1,2-Dibromoethane U 0.000250 0.00100 1 09/17/2024 15:38 WG2363820
Ethylbenzene U 0.000300 0.00100 1 09/17/2024 15:38 WG2363820
Methyl tert-butyl ether U 0.000350 0.00100 1 09/17/2024 15:38 WG2363820
Naphthalene U 0.00498 0.00500 1 09/17/2024 15:38 WG2363820
Toluene U 0.00123 0.00500 1 09/17/2024 15:38 WG2363820
Xylenes, Total U 0.000500 0.00300 1 09/17/2024 15:38 WG2363820
(S) Toluene-d8 103 75.0-131 09/17/2024 15:38 WG2363820
(S) 4-Bromofluorobenzene 91.4 67.0-138 09/17/2024 15:38 WG2363820
(S) 1,2-Dichloroethane-d4 130 70.0-130 09/17/2024 15:38 WG2363820
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 02
L1777354
PIT-SE-SLOPE-C
Collected date/time: 09/12/24 13:50
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/17/2024 15:58 WG2363820
Benzene 0.000600 J 0.000375 0.00100 1 09/17/2024 15:58 WG2363820
1,2-Dichloroethane U 0.000450 0.00100 1 09/17/2024 15:58 WG2363820
1,2-Dibromoethane U 0.000250 0.00100 1 09/17/2024 15:58 WG2363820
Ethylbenzene U 0.000300 0.00100 1 09/17/2024 15:58 WG2363820
Methyl tert-butyl ether U 0.000350 0.00100 1 09/17/2024 15:58 WG2363820
Naphthalene U 0.00498 0.00500 1 09/17/2024 15:58 WG2363820
Toluene U 0.00123 0.00500 1 09/17/2024 15:58 WG2363820
Xylenes, Total U 0.000500 0.00300 1 09/17/2024 15:58 WG2363820
(S) Toluene-d8 102 75.0-131 09/17/2024 15:58 WG2363820
(S) 4-Bromofluorobenzene 88.9 67.0-138 09/17/2024 15:58 WG2363820
(S) 1,2-Dichloroethane-d4 126 70.0-130 09/17/2024 15:58 WG2363820
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 03
L1777354
PIT-SW-SLOPE
Collected date/time: 09/12/24 13:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 86.9 1 09/17/2024 12:17 WG2362512
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.60 1 09/25/2024 21:40 WG2369195
(S) o-Terphenyl 48.2 18.0-148 09/25/2024 21:40 WG2369195
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 04
L1777354
PIT-SE-SLOPE
Collected date/time: 09/12/24 13:50
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 92.5 1 09/17/2024 12:17 WG2362512
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.33 1 09/25/2024 21:53 WG2369195
(S) o-Terphenyl 55.5 18.0-148 09/25/2024 21:53 WG2369195
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2362512
Total Solids by Method 2540 G-2011 L1777354-03,04
Method Blank (MB)
(MB) R4121057-1 09/17/24 12:17
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00100
L1777353-06 Original Sample (OS) • Duplicate (DUP)
(OS) L1777353-06 09/17/24 12:17 • (DUP) R4121057-3 09/17/24 12:17
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 82.3 80.6 1 2.14 10
Laboratory Control Sample (LCS)
(LCS) R4121057-2 09/17/24 12:17
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2363820
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1777354-01,02
Method Blank (MB)
(MB) R4121266-4 09/17/24 10:17
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 0.183 0.500
Benzene U 0.000375 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,2-Dibromoethane U 0.000250 0.00100
Ethylbenzene U 0.000300 0.00100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
Toluene U 0.00123 0.00500
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 110 75.0-131
(S) 4-Bromofluorobenzene 88.7 67.0-138
(S) 1,2-Dichloroethane-d4 107 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4121266-1 09/17/24 08:37 • (LCSD) R4121266-2 09/17/24 08:57
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Benzene 0.0250 0.0251 0.0272 100 109 70.0-123 8.03 20
1,2-Dichloroethane 0.0250 0.0276 0.0301 110 120 65.0-131 8.67 20
1,2-Dibromoethane 0.0250 0.0288 0.0299 115 120 74.0-128 3.75 20
Ethylbenzene 0.0250 0.0235 0.0254 94.0 102 74.0-126 7.77 20
Methyl tert-butyl ether 0.0250 0.0253 0.0264 101 106 66.0-132 4.26 20
Naphthalene 0.0250 0.0217 0.0218 86.8 87.2 59.0-130 0.460 20
Toluene 0.0250 0.0235 0.0249 94.0 99.6 75.0-121 5.79 20
Xylenes, Total 0.0750 0.0715 0.0774 95.3 103 72.0-127 7.92 20
(S) Toluene-d8 102 101 75.0-131
(S) 4-Bromofluorobenzene 85.1 87.9 67.0-138
(S) 1,2-Dichloroethane-d4 119 117 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4121266-3 09/17/24 09:37
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 5.13 103 52.0-154
(S) Toluene-d8 102 75.0-131
(S) 4-Bromofluorobenzene 94.8 67.0-138
(S) 1,2-Dichloroethane-d4 109 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2369195
Semi-Volatile Organic Compounds (GC) by Method 8015 L1777354-03,04
Method Blank (MB)
(MB) R4124568-1 09/25/24 20:06
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction U 0.769 4.00
(S) o-Terphenyl 61.6 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4124568-2 09/25/24 20:19
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 36.5 73.0 50.0-150
(S) o-Terphenyl 63.8 18.0-148
L1778523-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1778523-08 09/25/24 21:13 • (MS) R4124568-3 09/25/24 21:27 • (MSD) R4124568-4 09/25/24 21:40
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg %%%%%
TPH (GC/FID) High Fraction 57.5 59.2 114 112 94.8 90.9 1 50.0-150 1.89 20
(S) o-Terphenyl 64.9 48.6 18.0-148
Sample Narrative:
OS: Surrogate failure due to matrix interference
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
ND Not detected at the Reporting Limit (or MDL where applicable).
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
J The identification of the analyte is acceptable; the reported value is an estimate.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS
¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ANALYTICAL REPORT
October 03, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1781848
Samples Received:09/26/2024
Project Number:US-EI-2381400504
Description:Draper Dig & Haul
Report To:Rachel Ridge
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
October 03, 2024
[Preliminary Report]
Daphne Richards
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 mydata.pacelabs.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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October 03, 2024
Daphne Richards
Project Manager
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 5
Sr: Sample Results 6
PIT-E-BOTTOM L1781848-01 6
PIT-W-BOTTOM L1781848-02 7
PIT-NE-SLOPE L1781848-03 8
PIT-NW-SLOPE L1781848-04 9
PILE1-BOTTOM L1781848-05 10
PILE2-BOTTOM L1781848-06 11
DUP-09252024 L1781848-07 12
PIT-E-BOTTOM-C L1781848-08 13
PIT-W-BOTTOM-C L1781848-09 14
PIT-NE-SLOPE-C L1781848-10 15
PIT-NW-SLOPE-C L1781848-11 16
PILE1-BOTTOM-C L1781848-12 17
PILE2-BOTTOM-C L1781848-13 18
DUP-09252024-C L1781848-14 19
TRIP BLANK L1781848-15 20
Qc: Quality Control Summary 21
Total Solids by Method 2540 G-2011 21
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 22
Semi-Volatile Organic Compounds (GC) by Method 8015 25
TPH by Method NJDEP EPH 26
Gl: Glossary of Terms 28
Al: Accreditations & Locations 29
Sc: Sample Chain of Custody 30
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
PIT-E-BOTTOM L1781848-01 Solid Rachel Ridge 09/25/24 10:25 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 1 09/28/24 02:52 09/28/24 09:34 KKS Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-W-BOTTOM L1781848-02 Solid Rachel Ridge 09/25/24 10:45 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 1 09/28/24 02:52 09/28/24 09:47 KKS Mt. Juliet, TN
TPH by Method NJDEP EPH WG2372429 1 09/27/24 08:54 09/30/24 15:45 DMG Mt. Juliet, TN
TPH by Method NJDEP EPH WG2372429 2 09/27/24 08:54 10/01/24 10:41 DMG Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-NE-SLOPE L1781848-03 Solid Rachel Ridge 09/25/24 11:15 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 1 09/28/24 02:52 09/28/24 12:23 KKS Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-NW-SLOPE L1781848-04 Solid Rachel Ridge 09/25/24 11:35 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 1 09/28/24 02:52 09/28/24 12:10 KKS Mt. Juliet, TN
Collected by Collected date/time Received date/time
PILE1-BOTTOM L1781848-05 Solid Rachel Ridge 09/25/24 12:05 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 20 09/28/24 02:52 09/28/24 15:33 KKS Mt. Juliet, TN
Collected by Collected date/time Received date/time
PILE2-BOTTOM L1781848-06 Solid Rachel Ridge 09/25/24 12:25 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 1 09/28/24 02:52 09/28/24 10:00 KKS Mt. Juliet, TN
Collected by Collected date/time Received date/time
DUP-09252024 L1781848-07 Solid Rachel Ridge 09/25/24 13:25 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2371010 1 09/27/24 09:37 09/27/24 09:45 KDW Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2371625 1 09/28/24 02:52 09/28/24 10:13 KKS Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
PIT-E-BOTTOM-C L1781848-08 Solid Rachel Ridge 09/25/24 10:10 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2371167 50 09/25/24 10:10 09/29/24 18:01 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-W-BOTTOM-C L1781848-09 Solid Rachel Ridge 09/25/24 10:35 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2371167 50 09/25/24 10:35 09/29/24 18:21 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-NE-SLOPE-C L1781848-10 Solid Rachel Ridge 09/25/24 11:00 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2370779 1 09/25/24 11:00 09/30/24 08:51 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PIT-NW-SLOPE-C L1781848-11 Solid Rachel Ridge 09/25/24 11:25 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2370779 1 09/25/24 11:25 09/30/24 09:11 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PILE1-BOTTOM-C L1781848-12 Solid Rachel Ridge 09/25/24 11:45 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2370779 1 09/25/24 11:45 09/30/24 09:31 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PILE2-BOTTOM-C L1781848-13 Solid Rachel Ridge 09/25/24 12:15 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2370779 1 09/25/24 12:15 09/30/24 09:51 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
DUP-09252024-C L1781848-14 Solid Rachel Ridge 09/25/24 13:20 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2370779 1 09/25/24 13:20 09/30/24 10:11 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
TRIP BLANK L1781848-15 GW Rachel Ridge 09/25/24 00:00 09/26/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2372868 1 09/30/24 21:52 09/30/24 21:52 DYW Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Daphne Richards
Project Manager
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SAMPLE RESULTS - 01
L1781848
PIT-E-BOTTOM
Collected date/time: 09/25/24 10:25
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 80.7 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 65.3 4.95 1 09/28/2024 09:34 WG2371625
(S) o-Terphenyl 19.1 18.0-148 09/28/2024 09:34 WG2371625
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 02
L1781848
PIT-W-BOTTOM
Collected date/time: 09/25/24 10:45
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 78.6 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 258 5.09 1 09/28/2024 09:47 WG2371625
(S) o-Terphenyl 31.2 18.0-148 09/28/2024 09:47 WG2371625
TPH by Method NJDEP EPH
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
C9-C12 Aliphatics 71.0 25.4 1 09/30/2024 15:45 WG2372429
C12-C16 Aliphatics 192 50.9 2 10/01/2024 10:41 WG2372429
C16-C21 Aliphatics 171 25.4 1 09/30/2024 15:45 WG2372429
C21-C40 Aliphatics ND 25.4 1 09/30/2024 15:45 WG2372429
C10 - C12 Aromatics 27.2 25.4 1 09/30/2024 15:45 WG2372429
C12-C16 Aromatics 78.9 25.4 1 09/30/2024 15:45 WG2372429
C16-C21 Aromatics 108 25.4 1 09/30/2024 15:45 WG2372429
C21-C36 Aromatics ND 25.4 1 09/30/2024 15:45 WG2372429
Total EPH 682 25.4 2 10/01/2024 10:41 WG2372429
(S) 1-Chloro-octadecane 69.4 40.0-140 10/01/2024 10:41 WG2372429
(S) 1-Chloro-octadecane 65.0 40.0-140 09/30/2024 15:45 WG2372429
(S) 2-Fluorobiphenyl 91.4 40.0-140 09/30/2024 15:45 WG2372429
(S) 2-Bromonaphthalene 84.8 40.0-140 09/30/2024 15:45 WG2372429
(S) o-Terphenyl 72.6 40.0-140 09/30/2024 15:45 WG2372429
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 03
L1781848
PIT-NE-SLOPE
Collected date/time: 09/25/24 11:15
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 91.1 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.39 1 09/28/2024 12:23 WG2371625
(S) o-Terphenyl 41.2 18.0-148 09/28/2024 12:23 WG2371625
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 8 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 8 of 33
SAMPLE RESULTS - 04
L1781848
PIT-NW-SLOPE
Collected date/time: 09/25/24 11:35
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 90.8 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.41 1 09/28/2024 12:10 WG2371625
(S) o-Terphenyl 42.0 18.0-148 09/28/2024 12:10 WG2371625
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 9 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 9 of 33
SAMPLE RESULTS - 05
L1781848
PILE1-BOTTOM
Collected date/time: 09/25/24 12:05
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 98.6 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 532 81.2 20 09/28/2024 15:33 WG2371625
(S) o-Terphenyl 0.000 J7 18.0-148 09/28/2024 15:33 WG2371625
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 10 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 06
L1781848
PILE2-BOTTOM
Collected date/time: 09/25/24 12:25
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 97.0 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.12 1 09/28/2024 10:00 WG2371625
(S) o-Terphenyl 41.9 18.0-148 09/28/2024 10:00 WG2371625
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 11 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 11 of 33
SAMPLE RESULTS - 07
L1781848
DUP-09252024
Collected date/time: 09/25/24 13:25
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 96.9 1 09/27/2024 09:45 WG2371010
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.13 1 09/28/2024 10:13 WG2371625
(S) o-Terphenyl 52.7 18.0-148 09/28/2024 10:13 WG2371625
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 12 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 12 of 33
SAMPLE RESULTS - 08
L1781848
PIT-E-BOTTOM-C
Collected date/time: 09/25/24 10:10
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 9.15 25.0 50 09/29/2024 18:01 WG2371167
Benzene U 0.0188 0.0500 50 09/29/2024 18:01 WG2371167
1,2-Dichloroethane U 0.0225 0.0500 50 09/29/2024 18:01 WG2371167
1,2-Dibromoethane U 0.0125 0.0500 50 09/29/2024 18:01 WG2371167
Ethylbenzene 0.0202 J 0.0150 0.0500 50 09/29/2024 18:01 WG2371167
Methyl tert-butyl ether U 0.0175 0.0500 50 09/29/2024 18:01 WG2371167
Naphthalene U 0.249 0.250 50 09/29/2024 18:01 WG2371167
Toluene U 0.0615 0.250 50 09/29/2024 18:01 WG2371167
Xylenes, Total 0.337 0.0250 0.150 50 09/29/2024 18:01 WG2371167
(S) Toluene-d8 101 75.0-131 09/29/2024 18:01 WG2371167
(S) 4-Bromofluorobenzene 88.6 67.0-138 09/29/2024 18:01 WG2371167
(S) 1,2-Dichloroethane-d4 89.9 70.0-130 09/29/2024 18:01 WG2371167
Sample Narrative:
L1781848-08 WG2371167: Non-target compounds too high to run at a lower dilution.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 13 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 13 of 33
SAMPLE RESULTS - 09
L1781848
PIT-W-BOTTOM-C
Collected date/time: 09/25/24 10:35
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 26.8 9.15 25.0 50 09/29/2024 18:21 WG2371167
Benzene U 0.0188 0.0500 50 09/29/2024 18:21 WG2371167
1,2-Dichloroethane U 0.0225 0.0500 50 09/29/2024 18:21 WG2371167
1,2-Dibromoethane U 0.0125 0.0500 50 09/29/2024 18:21 WG2371167
Ethylbenzene 0.356 0.0150 0.0500 50 09/29/2024 18:21 WG2371167
Methyl tert-butyl ether U 0.0175 0.0500 50 09/29/2024 18:21 WG2371167
Naphthalene 1.49 0.249 0.250 50 09/29/2024 18:21 WG2371167
Toluene 0.171 J 0.0615 0.250 50 09/29/2024 18:21 WG2371167
Xylenes, Total 4.19 0.0250 0.150 50 09/29/2024 18:21 WG2371167
(S) Toluene-d8 93.6 75.0-131 09/29/2024 18:21 WG2371167
(S) 4-Bromofluorobenzene 94.0 67.0-138 09/29/2024 18:21 WG2371167
(S) 1,2-Dichloroethane-d4 90.3 70.0-130 09/29/2024 18:21 WG2371167
Sample Narrative:
L1781848-09 WG2371167: Non-target compounds too high to run at a lower dilution.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 14 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 14 of 33
SAMPLE RESULTS - 10
L1781848
PIT-NE-SLOPE-C
Collected date/time: 09/25/24 11:00
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/30/2024 08:51 WG2370779
Benzene U 0.000375 0.00100 1 09/30/2024 08:51 WG2370779
1,2-Dichloroethane U 0.000450 0.00100 1 09/30/2024 08:51 WG2370779
1,2-Dibromoethane U 0.000250 0.00100 1 09/30/2024 08:51 WG2370779
Ethylbenzene U 0.000300 0.00100 1 09/30/2024 08:51 WG2370779
Methyl tert-butyl ether U 0.000350 0.00100 1 09/30/2024 08:51 WG2370779
Naphthalene U 0.00498 0.00500 1 09/30/2024 08:51 WG2370779
Toluene U 0.00123 0.00500 1 09/30/2024 08:51 WG2370779
Xylenes, Total U 0.000500 0.00300 1 09/30/2024 08:51 WG2370779
(S) Toluene-d8 101 75.0-131 09/30/2024 08:51 WG2370779
(S) 4-Bromofluorobenzene 83.4 67.0-138 09/30/2024 08:51 WG2370779
(S) 1,2-Dichloroethane-d4 95.8 70.0-130 09/30/2024 08:51 WG2370779
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 15 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 15 of 33
SAMPLE RESULTS - 11
L1781848
PIT-NW-SLOPE-C
Collected date/time: 09/25/24 11:25
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/30/2024 09:11 WG2370779
Benzene U 0.000375 0.00100 1 09/30/2024 09:11 WG2370779
1,2-Dichloroethane U 0.000450 0.00100 1 09/30/2024 09:11 WG2370779
1,2-Dibromoethane U 0.000250 0.00100 1 09/30/2024 09:11 WG2370779
Ethylbenzene U 0.000300 0.00100 1 09/30/2024 09:11 WG2370779
Methyl tert-butyl ether U 0.000350 0.00100 1 09/30/2024 09:11 WG2370779
Naphthalene U 0.00498 0.00500 1 09/30/2024 09:11 WG2370779
Toluene U 0.00123 0.00500 1 09/30/2024 09:11 WG2370779
Xylenes, Total U 0.000500 0.00300 1 09/30/2024 09:11 WG2370779
(S) Toluene-d8 97.4 75.0-131 09/30/2024 09:11 WG2370779
(S) 4-Bromofluorobenzene 82.8 67.0-138 09/30/2024 09:11 WG2370779
(S) 1,2-Dichloroethane-d4 103 70.0-130 09/30/2024 09:11 WG2370779
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 16 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 16 of 33
SAMPLE RESULTS - 12
L1781848
PILE1-BOTTOM-C
Collected date/time: 09/25/24 11:45
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/30/2024 09:31 WG2370779
Benzene U 0.000375 0.00100 1 09/30/2024 09:31 WG2370779
1,2-Dichloroethane U 0.000450 0.00100 1 09/30/2024 09:31 WG2370779
1,2-Dibromoethane U 0.000250 0.00100 1 09/30/2024 09:31 WG2370779
Ethylbenzene U 0.000300 0.00100 1 09/30/2024 09:31 WG2370779
Methyl tert-butyl ether U 0.000350 0.00100 1 09/30/2024 09:31 WG2370779
Naphthalene U 0.00498 0.00500 1 09/30/2024 09:31 WG2370779
Toluene U 0.00123 0.00500 1 09/30/2024 09:31 WG2370779
Xylenes, Total U 0.000500 0.00300 1 09/30/2024 09:31 WG2370779
(S) Toluene-d8 98.3 75.0-131 09/30/2024 09:31 WG2370779
(S) 4-Bromofluorobenzene 85.0 67.0-138 09/30/2024 09:31 WG2370779
(S) 1,2-Dichloroethane-d4 103 70.0-130 09/30/2024 09:31 WG2370779
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 17 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 17 of 33
SAMPLE RESULTS - 13
L1781848
PILE2-BOTTOM-C
Collected date/time: 09/25/24 12:15
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/30/2024 09:51 WG2370779
Benzene U 0.000375 0.00100 1 09/30/2024 09:51 WG2370779
1,2-Dichloroethane U 0.000450 0.00100 1 09/30/2024 09:51 WG2370779
1,2-Dibromoethane U 0.000250 0.00100 1 09/30/2024 09:51 WG2370779
Ethylbenzene U 0.000300 0.00100 1 09/30/2024 09:51 WG2370779
Methyl tert-butyl ether U 0.000350 0.00100 1 09/30/2024 09:51 WG2370779
Naphthalene U 0.00498 0.00500 1 09/30/2024 09:51 WG2370779
Toluene U 0.00123 0.00500 1 09/30/2024 09:51 WG2370779
Xylenes, Total U 0.000500 0.00300 1 09/30/2024 09:51 WG2370779
(S) Toluene-d8 95.0 75.0-131 09/30/2024 09:51 WG2370779
(S) 4-Bromofluorobenzene 82.4 67.0-138 09/30/2024 09:51 WG2370779
(S) 1,2-Dichloroethane-d4 107 70.0-130 09/30/2024 09:51 WG2370779
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 18 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 18 of 33
SAMPLE RESULTS - 14
L1781848
DUP-09252024-C
Collected date/time: 09/25/24 13:20
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/30/2024 10:11 WG2370779
Benzene U 0.000375 0.00100 1 09/30/2024 10:11 WG2370779
1,2-Dichloroethane U 0.000450 0.00100 1 09/30/2024 10:11 WG2370779
1,2-Dibromoethane U 0.000250 0.00100 1 09/30/2024 10:11 WG2370779
Ethylbenzene U 0.000300 0.00100 1 09/30/2024 10:11 WG2370779
Methyl tert-butyl ether U 0.000350 0.00100 1 09/30/2024 10:11 WG2370779
Naphthalene U 0.00498 0.00500 1 09/30/2024 10:11 WG2370779
Toluene U 0.00123 0.00500 1 09/30/2024 10:11 WG2370779
Xylenes, Total U 0.000500 0.00300 1 09/30/2024 10:11 WG2370779
(S) Toluene-d8 98.6 75.0-131 09/30/2024 10:11 WG2370779
(S) 4-Bromofluorobenzene 82.4 67.0-138 09/30/2024 10:11 WG2370779
(S) 1,2-Dichloroethane-d4 104 70.0-130 09/30/2024 10:11 WG2370779
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 19 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 19 of 33
SAMPLE RESULTS - 15
L1781848
TRIP BLANK
Collected date/time: 09/25/24 00:00
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier RDL Dilution Analysis Batch
Analyte ug/l ug/l date / time
TPH (GC/MS) Low Fraction ND 500 1 09/30/2024 21:52 WG2372868
Benzene ND 1.00 1 09/30/2024 21:52 WG2372868
Ethylbenzene ND 1.00 1 09/30/2024 21:52 WG2372868
Methyl tert-butyl ether ND 1.00 1 09/30/2024 21:52 WG2372868
Naphthalene ND 5.00 1 09/30/2024 21:52 WG2372868
Toluene ND 1.00 1 09/30/2024 21:52 WG2372868
Xylenes, Total ND 3.00 1 09/30/2024 21:52 WG2372868
(S) Toluene-d8 104 80.0-120 09/30/2024 21:52 WG2372868
(S) 4-Bromofluorobenzene 96.3 77.0-126 09/30/2024 21:52 WG2372868
(S) 1,2-Dichloroethane-d4 104 70.0-130 09/30/2024 21:52 WG2372868
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 20 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 20 of 33
QUALITY CONTROL SUMMARYWG2371010
Total Solids by Method 2540 G-2011 L1781848-01,02,03,04,05,06,07
Method Blank (MB)
(MB) R4125646-1 09/27/24 09:45
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1780705-16 Original Sample (OS) • Duplicate (DUP)
(OS) L1780705-16 09/27/24 09:45 • (DUP) R4125646-3 09/27/24 09:45
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 93.7 92.8 1 0.954 10
Laboratory Control Sample (LCS)
(LCS) R4125646-2 09/27/24 09:45
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:44 21 of 33
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
WSP (Formely Wood E&I)-UT US-EI-2381400504 L1781848 10/03/24 11:55 21 of 33
QUALITY CONTROL SUMMARYWG2370779
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1781848-10,11,12,13,14
Method Blank (MB)
(MB) R4126136-4 09/30/24 06:07
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 0.183 0.500
Benzene U 0.000375 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,2-Dibromoethane U 0.000250 0.00100
Ethylbenzene U 0.000300 0.00100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
Toluene U 0.00123 0.00500
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 100 75.0-131
(S) 4-Bromofluorobenzene 85.6 67.0-138
(S) 1,2-Dichloroethane-d4 89.6 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4126136-1 09/30/24 04:27 • (LCSD) R4126136-2 09/30/24 04:47
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Benzene 0.0250 0.0248 0.0247 99.2 98.8 70.0-123 0.404 20
1,2-Dichloroethane 0.0250 0.0233 0.0237 93.2 94.8 65.0-131 1.70 20
1,2-Dibromoethane 0.0250 0.0232 0.0256 92.8 102 74.0-128 9.84 20
Ethylbenzene 0.0250 0.0245 0.0259 98.0 104 74.0-126 5.56 20
Methyl tert-butyl ether 0.0250 0.0254 0.0260 102 104 66.0-132 2.33 20
Naphthalene 0.0250 0.0296 0.0284 118 114 59.0-130 4.14 20
Toluene 0.0250 0.0235 0.0249 94.0 99.6 75.0-121 5.79 20
Xylenes, Total 0.0750 0.0756 0.0790 101 105 72.0-127 4.40 20
(S) Toluene-d8 90.0 94.9 75.0-131
(S) 4-Bromofluorobenzene 74.1 81.7 67.0-138
(S) 1,2-Dichloroethane-d4 95.1 97.4 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4126136-3 09/30/24 05:27
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.66 93.2 52.0-154
(S) Toluene-d8 91.3 75.0-131
(S) 4-Bromofluorobenzene 92.9 67.0-138
(S) 1,2-Dichloroethane-d4 95.9 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2371167
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1781848-08,09
Method Blank (MB)
(MB) R4126067-4 09/29/24 14:06
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 4.58 12.5
Benzene U 0.00938 0.0250
1,2-Dichloroethane U 0.0113 0.0250
1,2-Dibromoethane U 0.00625 0.0250
Ethylbenzene U 0.00750 0.0250
Methyl tert-butyl ether U 0.00875 0.0250
Naphthalene U 0.125 0.125
Toluene U 0.0308 0.125
Xylenes, Total U 0.0125 0.0750
(S) Toluene-d8 96.9 75.0-131
(S) 4-Bromofluorobenzene 86.3 67.0-138
(S) 1,2-Dichloroethane-d4 85.3 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4126067-1 09/29/24 12:06 • (LCSD) R4126067-2 09/29/24 12:26
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Benzene 0.0250 0.0265 0.0267 106 107 70.0-123 0.752 20
1,2-Dichloroethane 0.0250 0.0250 0.0253 100 101 65.0-131 1.19 20
1,2-Dibromoethane 0.0250 0.0244 0.0263 97.6 105 74.0-128 7.50 20
Ethylbenzene 0.0250 0.0252 0.0269 101 108 74.0-126 6.53 20
Methyl tert-butyl ether 0.0250 0.0272 0.0281 109 112 66.0-132 3.25 20
Naphthalene 0.0250 0.0269 0.0303 108 121 59.0-130 11.9 20
Toluene 0.0250 0.0242 0.0257 96.8 103 75.0-121 6.01 20
Xylenes, Total 0.0750 0.0770 0.0821 103 109 72.0-127 6.41 20
(S) Toluene-d8 89.4 93.8 75.0-131
(S) 4-Bromofluorobenzene 78.6 78.5 67.0-138
(S) 1,2-Dichloroethane-d4 101 103 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4126067-3 09/29/24 13:06
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.21 84.2 52.0-154
(S) Toluene-d8 92.8 75.0-131
(S) 4-Bromofluorobenzene 91.6 67.0-138
(S) 1,2-Dichloroethane-d4 94.6 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2372868
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1781848-15
Method Blank (MB)
(MB) R4126596-5 09/30/24 19:49
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/l ug/l ug/l
TPH (GC/MS) Low Fraction U 108 500
Benzene U 0.0941 1.00
Ethylbenzene U 0.137 1.00
Methyl tert-butyl ether U 0.101 1.00
Naphthalene U 1.00 5.00
Toluene U 0.278 1.00
Xylenes, Total U 0.174 3.00
(S) Toluene-d8 105 80.0-120
(S) 4-Bromofluorobenzene 94.1 77.0-126
(S) 1,2-Dichloroethane-d4 105 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4126596-1 09/30/24 16:53 • (LCSD) R4126596-2 09/30/24 17:14
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/l ug/l ug/l %%%%%
Benzene 5.00 4.78 4.74 95.6 94.8 70.0-123 0.840 20
Ethylbenzene 5.00 4.81 4.79 96.2 95.8 79.0-123 0.417 20
Methyl tert-butyl ether 5.00 4.61 4.77 92.2 95.4 68.0-125 3.41 20
Naphthalene 5.00 3.20 3.70 64.0 74.0 54.0-135 14.5 20
Toluene 5.00 4.89 4.86 97.8 97.2 79.0-120 0.615 20
Xylenes, Total 15.0 14.0 14.1 93.3 94.0 79.0-123 0.712 20
(S) Toluene-d8 105 103 80.0-120
(S) 4-Bromofluorobenzene 96.6 95.2 77.0-126
(S) 1,2-Dichloroethane-d4 108 108 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2371625
Semi-Volatile Organic Compounds (GC) by Method 8015 L1781848-01,02,03,04,05,06,07
Method Blank (MB)
(MB) R4125776-1 09/28/24 09:08
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction U 0.769 4.00
(S) o-Terphenyl 68.2 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4125776-2 09/28/24 09:21
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 35.9 71.8 50.0-150
(S) o-Terphenyl 60.1 18.0-148
L1781848-03 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1781848-03 09/28/24 12:23 • (MS) R4125776-3 09/28/24 12:36 • (MSD) R4125776-4 09/28/24 12:49
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
TPH (GC/FID) High Fraction 51.6 ND 36.5 35.8 63.7 62.3 1 50.0-150 1.82 20
(S) o-Terphenyl 62.3 51.3 18.0-148
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2372429
TPH by Method NJDEP EPH L1781848-02
Method Blank (MB)
(MB) R4126513-1 09/30/24 14:40
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
C9-C12 Aliphatics U 1.68 20.0
C12-C16 Aliphatics U 1.68 20.0
C16-C21 Aliphatics U 1.84 20.0
C21-C40 Aliphatics 2.01 J 1.84 20.0
(S) 1-Chloro-octadecane 63.2 40.0-140
Method Blank (MB)
(MB) R4126513-1 09/30/24 14:40
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
C10 - C12 Aromatics U 2.12 20.0
C12-C16 Aromatics U 2.12 20.0
C16-C21 Aromatics U 2.12 20.0
C21-C36 Aromatics 2.21 J 2.12 20.0
(S) 2-Fluorobiphenyl 85.5 40.0-140
(S) 2-Bromonaphthalene 85.0 40.0-140
(S) o-Terphenyl 79.9 40.0-140
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4126513-2 09/30/24 15:02 • (LCSD) R4126513-3 09/30/24 15:23
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
C9-C12 Aliphatics 20.0 9.28 9.27 46.4 46.4 40.0-140 0.108 50
C12-C16 Aliphatics 13.3 8.14 8.08 61.2 60.8 40.0-140 0.740 50
C16-C21 Aliphatics 20.0 12.9 12.7 64.5 63.5 40.0-140 1.56 50
C21-C40 Aliphatics 39.9 27.4 26.6 68.7 66.7 40.0-140 2.96 50
(S) 1-Chloro-octadecane 64.8 63.2 40.0-140
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4126513-2 09/30/24 15:02 • (LCSD) R4126513-3 09/30/24 15:23
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
C10 - C12 Aromatics 6.65 4.78 4.57 71.9 68.7 40.0-140 4.49 50
C12-C16 Aromatics 20.0 14.3 13.8 71.5 69.0 40.0-140 3.56 50
C16-C21 Aromatics 33.3 25.7 24.8 77.2 74.5 40.0-140 3.56 50
C21-C36 Aromatics 53.2 38.8 37.6 72.9 70.7 40.0-140 3.14 50
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2372429
TPH by Method NJDEP EPH L1781848-02
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4126513-2 09/30/24 15:02 • (LCSD) R4126513-3 09/30/24 15:23
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
(S) 2-Fluorobiphenyl 87.4 85.7 40.0-140
(S) 2-Bromonaphthalene 87.4 85.7 40.0-140
(S) o-Terphenyl 81.0 77.3 40.0-140
L1779642-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1779642-04 09/30/24 17:55 • (MS) R4126513-4 09/30/24 18:17 • (MSD) R4126513-5 09/30/24 18:38
Spike Amount
(dry)
Original Result
(dry)MS Result (dry)MSD Result
(dry)MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
C10 - C12 Aromatics 7.81 ND ND ND 69.8 81.2 3 40.0-140 11.7 50
C12-C16 Aromatics 23.4 ND ND ND 0.000 42.7 3 40.0-140 J6 25.3 50
C16-C21 Aromatics 39.0 280 196 270 0.000 0.000 3 40.0-140 V V 31.9 50
C21-C36 Aromatics 62.4 952 637 896 0.000 0.000 3 40.0-140 V E V 33.8 50
(S) 2-Fluorobiphenyl 100 104 40.0-140
(S) 2-Bromonaphthalene 97.0 98.8 40.0-140
(S) o-Terphenyl 82.2 88.3 40.0-140
Sample Narrative:
OS: Dilution due to matrix impact during extract concentration procedure.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
ND Not detected at the Reporting Limit (or MDL where applicable).
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
E The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial
calibration (ICAL).
J The identification of the analyte is acceptable; the reported value is an estimate.
J6 The sample matrix interfered with the ability to make any accurate determination; spike value is low.
J7 Surrogate recovery cannot be used for control limit evaluation due to dilution.
V The sample concentration is too high to evaluate accurate spike recoveries.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS
¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ANALYTICAL REPORT
October 02, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1782949
Samples Received:09/28/2024
Project Number:US-EI-B81400504
Description:Draper Dig & Haul
Report To:Rachel Ridge
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
October 02, 2024
[Preliminary Report]
Daphne Richards
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 mydata.pacelabs.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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October 03, 2024
Daphne Richards
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
PILE 3-BOTTOM-C L1782949-01 5
PILE 3-BOTTOM L1782949-02 6
Qc: Quality Control Summary 7
Total Solids by Method 2540 G-2011 7
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 8
Semi-Volatile Organic Compounds (GC) by Method 8015 9
Gl: Glossary of Terms 10
Al: Accreditations & Locations 11
Sc: Sample Chain of Custody 12
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
PILE 3-BOTTOM-C L1782949-01 Solid Rachel Ridge 09/27/24 10:30 09/28/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2372724 1 09/27/24 10:30 09/30/24 22:32 ADM Mt. Juliet, TN
Collected by Collected date/time Received date/time
PILE 3-BOTTOM L1782949-02 Solid Rachel Ridge 09/27/24 10:45 09/28/24 09:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2372755 1 10/01/24 08:03 10/01/24 08:14 CMB Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2373467 1 10/01/24 21:56 10/02/24 14:32 KDB Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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Daphne Richards
Project Manager
ACCOUNT:PROJECT:SDG:DATE/TIME:PAGE:
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SAMPLE RESULTS - 01
L1782949
PILE 3-BOTTOM-C
Collected date/time: 09/27/24 10:30
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte mg/kg mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction U 0.183 0.500 1 09/30/2024 22:32 WG2372724
Benzene 0.000774 J 0.000375 0.00100 1 09/30/2024 22:32 WG2372724
1,2-Dichloroethane U 0.000450 0.00100 1 09/30/2024 22:32 WG2372724
1,2-Dibromoethane U 0.000250 0.00100 1 09/30/2024 22:32 WG2372724
Ethylbenzene U 0.000300 0.00100 1 09/30/2024 22:32 WG2372724
Methyl tert-butyl ether U 0.000350 0.00100 1 09/30/2024 22:32 WG2372724
Naphthalene U 0.00498 0.00500 1 09/30/2024 22:32 WG2372724
Toluene U 0.00123 0.00500 1 09/30/2024 22:32 WG2372724
Xylenes, Total 0.000649 J 0.000500 0.00300 1 09/30/2024 22:32 WG2372724
(S) Toluene-d8 94.6 75.0-131 09/30/2024 22:32 WG2372724
(S) 4-Bromofluorobenzene 82.9 67.0-138 09/30/2024 22:32 WG2372724
(S) 1,2-Dichloroethane-d4 107 70.0-130 09/30/2024 22:32 WG2372724
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 02
L1782949
PILE 3-BOTTOM
Collected date/time: 09/27/24 10:45
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 95.6 1 10/01/2024 08:14 WG2372755
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.18 1 10/02/2024 14:32 WG2373467
(S) o-Terphenyl 88.5 18.0-148 10/02/2024 14:32 WG2373467
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2372755
Total Solids by Method 2540 G-2011 L1782949-02
Method Blank (MB)
(MB) R4126769-1 10/01/24 08:14
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.000
L1783290-04 Original Sample (OS) • Duplicate (DUP)
(OS) L1783290-04 10/01/24 08:14 • (DUP) R4126769-3 10/01/24 08:14
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 84.8 85.0 1 0.151 10
Laboratory Control Sample (LCS)
(LCS) R4126769-2 10/01/24 08:14
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2372724
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1782949-01
Method Blank (MB)
(MB) R4127450-4 09/30/24 17:12
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 0.183 0.500
Benzene U 0.000375 0.00100
1,2-Dichloroethane U 0.000450 0.00100
1,2-Dibromoethane U 0.000250 0.00100
Ethylbenzene U 0.000300 0.00100
Methyl tert-butyl ether U 0.000350 0.00100
Naphthalene U 0.00498 0.00500
Toluene U 0.00123 0.00500
Xylenes, Total U 0.000500 0.00300
(S) Toluene-d8 96.4 75.0-131
(S) 4-Bromofluorobenzene 87.9 67.0-138
(S) 1,2-Dichloroethane-d4 96.4 70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R4127450-1 09/30/24 15:31 • (LCSD) R4127450-2 09/30/24 15:51
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg %%%%%
Benzene 0.0250 0.0241 0.0246 96.4 98.4 70.0-123 2.05 20
1,2-Dichloroethane 0.0250 0.0233 0.0242 93.2 96.8 65.0-131 3.79 20
1,2-Dibromoethane 0.0250 0.0257 0.0253 103 101 74.0-128 1.57 20
Ethylbenzene 0.0250 0.0251 0.0261 100 104 74.0-126 3.91 20
Methyl tert-butyl ether 0.0250 0.0264 0.0268 106 107 66.0-132 1.50 20
Naphthalene 0.0250 0.0268 0.0265 107 106 59.0-130 1.13 20
Toluene 0.0250 0.0241 0.0243 96.4 97.2 75.0-121 0.826 20
Xylenes, Total 0.0750 0.0772 0.0784 103 105 72.0-127 1.54 20
(S) Toluene-d8 94.9 95.4 75.0-131
(S) 4-Bromofluorobenzene 81.1 82.5 67.0-138
(S) 1,2-Dichloroethane-d4 99.2 100 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4127450-3 09/30/24 16:31
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.89 97.8 52.0-154
(S) Toluene-d8 92.1 75.0-131
(S) 4-Bromofluorobenzene 90.3 67.0-138
(S) 1,2-Dichloroethane-d4 99.2 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2373467
Semi-Volatile Organic Compounds (GC) by Method 8015 L1782949-02
Method Blank (MB)
(MB) R4127497-1 10/02/24 13:42
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction 1.49 J 0.769 4.00
(S) o-Terphenyl 102 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4127497-2 10/02/24 13:55
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 48.5 97.0 50.0-150
(S) o-Terphenyl 40.4 18.0-148
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
ND Not detected at the Reporting Limit (or MDL where applicable).
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
J The identification of the analyte is acceptable; the reported value is an estimate.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS
¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ANALYTICAL REPORT
October 15, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1784776
Samples Received:10/03/2024
Project Number:US-EI-2381400504
Description:Draper Dig & Haul
Report To:Rachel Ridge
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
October 15, 2024
[Preliminary Report]
Daphne Richards
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 mydata.pacelabs.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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October 15, 2024
Daphne Richards
Project Manager
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
PIT-BOTTOM-W-A L1784776-01 5
Qc: Quality Control Summary 6
Total Solids by Method 2540 G-2011 6
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 7
Semi-Volatile Organic Compounds (GC) by Method 8015 8
Gl: Glossary of Terms 9
Al: Accreditations & Locations 10
Sc: Sample Chain of Custody 11
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
PIT-BOTTOM-W-A L1784776-01 Solid Rachel Ridge 10/02/24 07:45 10/03/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2375695 1 10/04/24 14:30 10/04/24 14:41 KDW Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 WG2377799 100 10/02/24 07:45 10/08/24 11:00 ADM Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2380756 1 10/12/24 08:26 10/12/24 20:00 JDG Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Daphne Richards
Project Manager
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SAMPLE RESULTS - 01
L1784776
PIT-BOTTOM-W-A
Collected date/time: 10/02/24 07:45
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 77.8 1 10/04/2024 14:41 WG2375695
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/MS) Low Fraction 99.2 94.3 100 10/08/2024 11:00 WG2377799
Benzene ND 0.189 100 10/08/2024 11:00 WG2377799
1,2-Dichloroethane ND 0.189 100 10/08/2024 11:00 WG2377799
1,2-Dibromoethane ND 0.189 100 10/08/2024 11:00 WG2377799
Ethylbenzene 0.502 0.189 100 10/08/2024 11:00 WG2377799
Methyl tert-butyl ether ND 0.189 100 10/08/2024 11:00 WG2377799
Naphthalene 1.89 0.943 100 10/08/2024 11:00 WG2377799
Toluene ND 0.943 100 10/08/2024 11:00 WG2377799
Xylenes, Total 5.06 0.566 100 10/08/2024 11:00 WG2377799
(S) Toluene-d8 87.1 75.0-131 10/08/2024 11:00 WG2377799
(S) 4-Bromofluorobenzene 92.4 67.0-138 10/08/2024 11:00 WG2377799
(S) 1,2-Dichloroethane-d4 102 70.0-130 10/08/2024 11:00 WG2377799
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 208 5.14 1 10/12/2024 20:00 WG2380756
(S) o-Terphenyl 0.000 J2 18.0-148 10/12/2024 20:00 WG2380756
Sample Narrative:
L1784776-01 WG2380756: Surrogate failure due to matrix interference.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2375695
Total Solids by Method 2540 G-2011 L1784776-01
Method Blank (MB)
(MB) R4128794-1 10/04/24 14:41
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00100
L1784582-27 Original Sample (OS) • Duplicate (DUP)
(OS) L1784582-27 10/04/24 14:41 • (DUP) R4128794-3 10/04/24 14:41
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 82.4 82.0 1 0.537 10
Laboratory Control Sample (LCS)
(LCS) R4128794-2 10/04/24 14:41
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2377799
Volatile Organic Compounds (GC/MS) by Method 8260B/8260B/OA1 L1784776-01
Method Blank (MB)
(MB) R4131135-3 10/08/24 10:09
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/MS) Low Fraction U 4.58 12.5
Benzene U 0.00938 0.0250
1,2-Dichloroethane U 0.0113 0.0250
1,2-Dibromoethane U 0.00625 0.0250
Ethylbenzene U 0.00750 0.0250
Methyl tert-butyl ether U 0.00875 0.0250
Naphthalene U 0.125 0.125
Toluene U 0.0308 0.125
Xylenes, Total U 0.0125 0.0750
(S) Toluene-d8 106 75.0-131
(S) 4-Bromofluorobenzene 79.6 67.0-138
(S) 1,2-Dichloroethane-d4 100 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4131135-1 10/08/24 08:29
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
Benzene 0.0250 0.0269 108 70.0-123
1,2-Dichloroethane 0.0250 0.0277 111 65.0-131
1,2-Dibromoethane 0.0250 0.0250 100 74.0-128
Ethylbenzene 0.0250 0.0280 112 74.0-126
Methyl tert-butyl ether 0.0250 0.0284 114 66.0-132
Naphthalene 0.0250 0.0277 111 59.0-130
Toluene 0.0250 0.0260 104 75.0-121
Xylenes, Total 0.0750 0.0857 114 72.0-127
(S) Toluene-d8 92.7 75.0-131
(S) 4-Bromofluorobenzene 81.1 67.0-138
(S) 1,2-Dichloroethane-d4 105 70.0-130
Laboratory Control Sample (LCS)
(LCS) R4131135-2 10/08/24 09:09
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/MS) Low Fraction 5.00 4.26 85.2 52.0-154
(S) Toluene-d8 90.4 75.0-131
(S) 4-Bromofluorobenzene 92.5 67.0-138
(S) 1,2-Dichloroethane-d4 109 70.0-130
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2380756
Semi-Volatile Organic Compounds (GC) by Method 8015 L1784776-01
Method Blank (MB)
(MB) R4132880-1 10/12/24 17:57
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction U 0.769 4.00
(S) o-Terphenyl 80.5 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4132880-2 10/12/24 18:10
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 38.0 76.0 50.0-150
(S) o-Terphenyl 89.2 18.0-148
L1783749-11 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1783749-11 10/12/24 18:10 • (MS) R4132880-3 10/12/24 18:22 • (MSD) R4132880-4 10/12/24 18:34
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte mg/kg mg/kg mg/kg mg/kg %%%%%
TPH (GC/FID) High Fraction 49.2 ND 37.8 40.6 76.8 82.5 1 50.0-150 7.14 20
(S) o-Terphenyl 62.8 64.6 18.0-148
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
ND Not detected at the Reporting Limit (or MDL where applicable).
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
J2 Surrogate recovery limits have been exceeded; values are outside lower control limits.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS
¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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ANALYTICAL REPORT
October 23, 2024
WSP (Formely Wood E&I)-UT
Sample Delivery Group:L1785581
Samples Received:10/04/2024
Project Number:US-EI-2381400504
Description:Draper Dig & Haul
Report To:Rachel Ridge
10876 South River Front Parkway
South Jordan, UT 84095
Entire Report Reviewed By:
October 23, 2024
[Preliminary Report]
Daphne Richards
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
Pace Analytical National
12065 Lebanon Rd Mount Juliet, TN 37122 615-758-5858 800-767-5859 mydata.pacelabs.com
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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October 24, 2024
Daphne Richards
Project Manager
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TABLE OF CONTENTS
Cp: Cover Page 1
Tc: Table of Contents 2
Ss: Sample Summary 3
Cn: Case Narrative 4
Sr: Sample Results 5
PILE1-BOTTOM-A L1785581-01 5
PILE1-BOTTOM-B L1785581-02 6
Qc: Quality Control Summary 7
Total Solids by Method 2540 G-2011 7
Semi-Volatile Organic Compounds (GC) by Method 8015 8
Gl: Glossary of Terms 9
Al: Accreditations & Locations 10
Sc: Sample Chain of Custody 11
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE SUMMARY
Collected by Collected date/time Received date/time
PILE1-BOTTOM-A L1785581-01 Solid Rachel Ridge 10/03/24 08:40 10/04/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2378783 1 10/09/24 15:26 10/09/24 15:37 CMB Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2383235 1 10/17/24 06:07 10/19/24 11:15 JDG Mt. Juliet, TN
Collected by Collected date/time Received date/time
PILE1-BOTTOM-B L1785581-02 Solid Rachel Ridge 10/03/24 08:45 10/04/24 08:00
Method Batch Dilution Preparation Analysis Analyst Location
date/time date/time
Total Solids by Method 2540 G-2011 WG2378783 1 10/09/24 15:26 10/09/24 15:37 CMB Mt. Juliet, TN
Semi-Volatile Organic Compounds (GC) by Method 8015 WG2383235 1 10/17/24 06:07 10/19/24 11:15 JDG Mt. Juliet, TN
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
[Preliminary Report]
Daphne Richards
Project Manager
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Daphne Richards
Project Manager
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SAMPLE RESULTS - 01
L1785581
PILE1-BOTTOM-A
Collected date/time: 10/03/24 08:40
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 96.6 1 10/09/2024 15:37 WG2378783
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction 10.2 4.14 1 10/19/2024 11:15 WG2383235
(S) o-Terphenyl 80.7 18.0-148 10/19/2024 11:15 WG2383235
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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SAMPLE RESULTS - 02
L1785581
PILE1-BOTTOM-B
Collected date/time: 10/03/24 08:45
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte %date / time
Total Solids 93.0 1 10/09/2024 15:37 WG2378783
Semi-Volatile Organic Compounds (GC) by Method 8015
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
TPH (GC/FID) High Fraction ND 4.30 1 10/19/2024 11:15 WG2383235
(S) o-Terphenyl 71.2 18.0-148 10/19/2024 11:15 WG2383235
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2378783
Total Solids by Method 2540 G-2011 L1785581-01,02
Method Blank (MB)
(MB) R4130848-1 10/09/24 15:37
MB Result MB Qualifier MB MDL MB RDL
Analyte %%%
Total Solids 0.00200
L1785593-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1785593-01 10/09/24 15:37 • (DUP) R4130848-3 10/09/24 15:37
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte %%%%
Total Solids 93.1 93.0 1 0.0605 10
Laboratory Control Sample (LCS)
(LCS) R4130848-2 10/09/24 15:37
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte %%%%
Total Solids 50.0 50.0 100 90.0-110
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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QUALITY CONTROL SUMMARYWG2383235
Semi-Volatile Organic Compounds (GC) by Method 8015 L1785581-01,02
Method Blank (MB)
(MB) R4136395-1 10/19/24 09:24
MB Result MB Qualifier MB MDL MB RDL
Analyte mg/kg mg/kg mg/kg
TPH (GC/FID) High Fraction U 0.769 4.00
(S) o-Terphenyl 93.4 18.0-148
Laboratory Control Sample (LCS)
(LCS) R4136395-2 10/19/24 09:36
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte mg/kg mg/kg %%
TPH (GC/FID) High Fraction 50.0 44.5 89.0 50.0-150
(S) o-Terphenyl 84.8 18.0-148
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On-Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL Method Detection Limit.
ND Not detected at the Reporting Limit (or MDL where applicable).
RDL Reported Detection Limit.
RDL (dry)Reported Detection Limit.
Rec.Recovery.
RPD Relative Percent Difference.
SDG Sample Delivery Group.
(S)
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U Not detected at the Reporting Limit (or MDL where applicable).
Analyte The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
Dilution
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
Limits
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
Original Sample The non-spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
Qualifier
This column provides a letter and/or number designation that corresponds to additional information concerning the result
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
Result
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state “ND” (Not Detected) or “BDL”
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)Confidence level of 2 sigma.
Case Narrative (Cn)
A brief discussion about the included sample results, including a discussion of any non-conformances to protocol
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
Summary (Qc)
This section of the report includes the results of the laboratory quality control analyses required by procedure or
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
Sample Chain of
Custody (Sc)
This is the document created in the field when your samples were initially collected. This is used to verify the time and
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
Sample Results (Sr)
This section of your report will provide the results of all testing performed on your samples. These results are provided
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier Description
The remainder of this page intentionally left blank, there are no qualifiers applied to this SDG.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama 40660 Nebraska NE-OS-15-05
Alaska 17-026 Nevada TN000032021-1
Arizona AZ0612 New Hampshire 2975
Arkansas 88-0469 New Jersey–NELAP TN002
California 2932 New Mexico ¹TN00003
Colorado TN00003 New York 11742
Connecticut PH-0197 North Carolina Env375
Florida E87487 North Carolina ¹DW21704
Georgia NELAP North Carolina ³41
Georgia ¹923 North Dakota R-140
Idaho TN00003 Ohio–VAP CL0069
Illinois 200008 Oklahoma 9915
Indiana C-TN-01 Oregon TN200002
Iowa 364 Pennsylvania 68-02979
Kansas E-10277 Rhode Island LAO00356
Kentucky ¹ ⁶KY90010 South Carolina 84004002
Kentucky ²16 South Dakota n/a
Louisiana AI30792 Tennessee ¹ ⁴2006
Louisiana LA018 Texas T104704245-20-18
Maine TN00003 Texas ⁵LAB0152
Maryland 324 Utah TN000032021-11
Massachusetts M-TN003 Vermont VT2006
Michigan 9958 Virginia 110033
Minnesota 047-999-395 Washington C847
Mississippi TN00003 West Virginia 233
Missouri 340 Wisconsin 998093910
Montana CERT0086 Wyoming A2LA
A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789
A2LA – ISO 17025 ⁵1461.02 DOD 1461.01
Canada 1461.01 USDA P330-15-00234
EPA–Crypto TN00003
ACCREDITATIONS & LOCATIONS
¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable
* Not all certifications held by the laboratory are applicable to the results reported in the attached report.
* Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
1 Cp
2 Tc
3 Ss
4 Cn
5 Sr
6 Qc
7 Gl
8 Al
9 Sc
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APPENDIX
PROCTOR MOISTURE DENSITY
RELATIONSHIPS AND
COMPACTION TEST RESULTS
Reviewed By:Cara Notestine
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:September 10, 2024
Moisture / Density Relationship
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Sample Date: 9/4/2024 by Benjamin Bouwman Lab/Ref. #:1208
Source: Stockpile Sample #1 Description:Native/ dark brown silt w/ 1/15" agg
Type of Specification:No project specification was provided.
Sieve Analysis: (ASTM C117-17/C136-19)
200 Wash Procedure: A Specification
Coarse
Portion:
Sieve Size Passing Min Max
1 1/2in.100%
1in.98%
3/4in.96%
1/2in.90%
3/8in.87%
#4 75%
Fine
Portion:
Sieve Size Passing Min Max
#10 69%
#16 65%
#20 62%
#40 51%
#100 36%
#200 24%
Soil Classification (ASTM D2487-17)Moisture Density Relationship: (ASTM D1557-12) Method: C
Preparation Method: Moist Rammer Type:Mechanical
Specific Gravity: 2.7 Assumed
Maximum Density (lbs/ft^3): 127.3
Optimum Moisture (%): 7.5
Remarks:
page:1 of 1Report ID: Sieve, PI and Proctor Rev 0 2018/07/21
Reviewed By:Cara Notestine
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:September 10, 2024
Moisture / Density Relationship
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Sample Date: 9/4/2024 by Benjamin Bouwman Lab/Ref. #:12309
Source: Stockpile Sample #2 Description:Native/ dark brown silt w/ 1-1.5" agg
Type of Specification:No project specification was provided.
Sieve Analysis: (ASTM C117-17/C136-19)
200 Wash Procedure: A Specification
Coarse
Portion:
Sieve Size Passing Min Max
2in.100%
1 1/2in.99%
1in.97%
3/4in.96%
1/2in.89%
3/8in.87%
#4 76%
Fine
Portion:
Sieve Size Passing Min Max
#10 69%
#16 64%
#20 61%
#40 48%
#100 36%
#200 26%
Soil Classification (ASTM D2487-17)Moisture Density Relationship: (ASTM D1557-12) Method: C
Preparation Method: Moist Rammer Type:Mechanical
Specific Gravity: 2.7 Assumed
Maximum Density (lbs/ft^3): 128.7
Optimum Moisture (%): 7.7
Remarks:
page:1 of 1Report ID: Sieve, PI and Proctor Rev 0 2018/07/21
Rev. 5/22/20
R-255
LAB NO.:PROJECT TEST NO.:PRICING:
DATE TESTED:
CORRELATION:
T-99D *113.0 OPTIMUM H2O:*14.6 %
1 2 3 4 5 6
550 200 200 200 200 200
10345.7 10450.5 10486.2 10918.5 10827.4 10751.2
6457.8 6457.8 6457.8 6457.8 6457.8 6457.8
3887.9 3992.7 4028.4 4460.7 4369.6 4293.4
114.2 117.3 118.4 131.1 128.4 126.1
AD AE AF AG AH AI
844.9 949.4 934.5 1045.0 873.0 1168.0
807.9 897.4 872.1 961.2 805.4 1044.2
37.0 52.0 62.4 83.8 67.6 123.8
807.9 897.4 872.1 961.2 805.4 1044.2
402.6 405.6 407.3 399.9 401.7 408.9
405.3 491.8 464.8 561.3 403.7 635.3
9.1 10.6 13.4 14.9 16.7 19.5
104.7 106.1 104.3 114.0 110.0 105.6
113.0 113.0
14.6 14.6
2.0 100.0
2.60 162.2
REMARKS:A-4
242316
Dd = CORRECTED MAX DRY DENSITY (lbs/ft3)
MCT = CORRECTED OPTIMUM H2O (%)
CYLINDER WT. (g)
WET SOIL WT. (g)
WET DENSITY (lbs/ft3)
CONTAINER NO.
CONTAINER & WET SOIL WT. (g)
CONTAINER & DRY SOIL WT. (g)
H2O WT. (g)
TYPE OF PROCTOR:
PROJECT NAME:
MOISTURE-DENSITY RELATIONSHIP
GRAPH NO.
MAX DRY DENSITY (lbs/ft3)
OPTIMUM H2O (%)
Df = PROCTOR MAX DRY DENSITY, FINE (lbs/ft3)
MCf = PROCTOR OPTIMUM H2O, FINE (%)
PC = PERCENT COARSE MATERIAL (%)
CONTAINER & DRY SOIL WT. (g)
CONTAINER WT. (g)
DRY SOIL WT. (g)
MOISTURE CONTENT (%)
DRY DENSITY (lbs/ft3)
TEST NO.
WATER ADDED (mL)
CYL. & WET SOIL WT (g)
Pf = PERCENT FINE MATERIAL (%)
k = MASS PER VOLUME (lbs/ft3)
Les Seckletstewa & Adam Arriola
Travis Bair
TESTED BY:
LAB MANAGER:
MCC = COARSE OPTIMUM H2O (%)
BULK SP. GR.
PROJECT NO.:
STATION OR LOCATION:
DATE SAMPLED:
MATERIAL TYPE:
MAXIMUM DENSITY (lbs/ft3):
The Point Redevelopment
UT-CV-3355-22 04 060
12-Sep-24
Native
102.0
104.0
106.0
108.0
110.0
112.0
114.0
116.0
0.0 5.0 10.0 15.0 20.0 25.0
DR
Y
D
E
N
S
I
T
Y
(
l
b
s
/
f
t
3)
MOISTURE CONTENT (%)
MOISTURE-DENSITY GRAPH
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 N 40 29' 33"
W 111 53' 58"
17' BTOF D 6 10.0 130.1 118.3 128.7 92 90 100
02 N 40 29' 33"
W 111 53' 58"
18' BTOF D 6 8.2 134.8 124.6 128.7 97 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 01, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 9/25/2024 by Abbas Taghinia Reference #:NS40441
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 N 40 29' 33"
W 111 53' 58"
16' BTOF D 6 8.2 131.0 121.1 128.7 94 90 100
02 N 40 29' 33"
W 111 53' 58"
15' BTOF D 6 11.4 139.5 125.2 128.7 97 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 01, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 9/26/2024 by Abbas Taghinia Reference #:NS40550
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 40 29' 33"
-111 53' 58"
12' BTOF D 8 12.9 133.9 118.6 128.7 92 90 100
02 40 29' 33"
-111 53' 58"
11' BTOF D 8 13.2 135.3 119.5 128.7 93 90 100
03 40 29' 33"
-111 53' 58"
10' BTOF D 8 10.8 135.0 121.8 128.7 95 90 100
04 40 29' 33"
-111 53' 58"
9' BTOF D 8 14.2 135.3 118.5 128.7 92 90 100
05 40 29' 33"
-111 53' 58"
8' BTOF D 8 13.5 136.0 119.8 128.7 93 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 21, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 10/2/2024 by Abbas Taghinia Reference #:NS46275
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 40 29' 33"
-111 53' 58"
7' BTOF D 6 12.8 134.0 118.8 128.7 92 90 100
02 40 29' 33"
-111 53' 59"
6' BTOF D 6 12.5 134.6 119.6 128.7 93 90 100
03 40 29' 33"
-111 53' 59"
6' BTOF D 6 12.0 134.8 120.4 128.7 94 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 21, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 10/3/2024 by Abbas Taghinia Reference #:NS46355
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 40 29' 33"
-111 53' 59"
5' BTOF D 6 10.5 138.6 125.4 128.7 97 90 100
02 40 29' 32"
-111 53' 58"
5' BTOF D 6 13.5 138.9 122.4 128.7 95 90 100
03 40 29' 33'
-111 53' 58"
5' BTOF D 6 11.3 136.3 122.5 128.7 95 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 21, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 10/4/2024 by Abbas Taghinia Reference #:NS46354
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 N 40 29' 33"
W 111 53' 58"
4' BTOF D 6 4.9 126.3 120.4 128.7 94 90 100
02 N 40 29' 33"
W 111 53' 58"
3' BTOF D 6 6.8 127.3 119.6 128.7 93 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 10, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 10/9/2024 by Abbas Taghinia Reference #:NS43869
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21
FIELD DENSITY TEST USING NUCLEAR DENSITY GAUGE (ASTM D6938-17)
Moisture Density Curves Used
Lab/Ref. #
Maximum
Density
Optimum
Moisture Test Type/ Method Description Source
12309 128.7 7.7 ASTM D1557-12/C Native/ dark brown silt w/ 1-1.5"
agg
Project: US2381400504
Standard Count
Calibration Field
Density:1614 1542
Moisture:517 524
Nuclear Density Gauge
Make:Troxler
Model #:3440
Serial #:17662
Test #Location Elevation
Test
Mode
Probe
Depth
(in.)
% Moisture
Required
Actual (-)(+)
Wet
Density
(lbs/ft^3)
Dry
Density
(lbs/ft^3)
Maximum
Density
(lbs/ft^3)
% Compaction
Required
Actual Min Max
01 N 40 29' 33"
W 111 53' 58"
TOF D 6 8.4 131.9 121.7 128.7 95 90 100
02 N 40 29' 33"
W 111 53' 58"
TOF D 6 7.9 132.0 122.3 128.7 95 90 100
BTSB=Below Top of Subbase, BTOF= Below Top of Fill, FSG = Finished Subgrade, FBC = Finished Base Course, BOP = Bottom of Pipe, BOB = Bottom of Base, BOF =
Bottom of Footing, OGP = Original Ground Prep, TOA = TOP Of Asphalt, BG = Below Grade
Test Mode = D for Direct Transmission and B for Backscatter Modes
Reviewed By:Christopher Solesbee
Distribution:Ehud Ardon, Lucas Kerner, Cara Notestine, Rachel Ridge , Christopher Solesbee
This report relates only to the items inspected/tested and shall not be reproduced, except in full, without prior written consent.
WSP USA Environment & Infrastructure Inc. - 4884 S Commerce Drive Murray, UT 84107 phone: 801-870-9571
Report Date:October 11, 2024
Field Density Soils Results
Client Project
Name:WSP USA Name:(US2381400504) Draper Prison Task 3
Excavation
Address: Millcreek, Utah 84738 Address: Draper, UT`
Attention:Rachel Ridge Phase: Task:
PO Number:Manager:Christopher Solesbee
Date Tested: 10/10/2024 by Abbas Taghinia Reference #:NS44303
General Description
(Material/Location):
Draper Prison Backfilling
page: 1 of 1Report ID: Field Density Nuclear Test Result (Soils) Rev 0 2018/07/21