MO-5656_19951_CA_MRP_20231214

Via Email
December 14, 2023
North Carolina Department of Environmental Quality 610 East Center Ave., Suite 301
Mooresville, North Carolina 28115
Attention: Mr. Daniel Bowser, PG Re: Corrective Action Performance Report
Former Tennessee Carolina Transportation Facility
Charlotte, North Carolina H&H Job No: TCT-035 Dear Mr. Bowser:

Hart & Hickman, PC (H&H) is providing the attached A Corrective Action Performance Report for the former Tennessee Carolina Transportation (TCT) facility in Charlotte, North Carolina (Incident No. 19951).
If you have any questions or need additional information, please contact us.
Very truly yours, Hart & Hickman, PC
Stephen R. Libbey, PG Project Manager

Attachment cc: Mr. Larry Mullins, MC&M (Via Regular Mail)

Annual Corrective Action
Performance Report
Former Tennessee Carolina Transport

200 Atando Avenue
Charlotte, North Carolina

H&H Job No. TCT-035
December 14, 2023

#C-1269 Engineering #245 Geology

i
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
Title Page
Site Information: Former Tennessee Carolina Transportation Facility 200 Atando Avenue Charlotte, North Carolina 28206 Facility ID. 0-014512
Groundwater Incident No. 19951 Lat.: N35°15’19’’ Long.: W80°48’67’’ Risk Classification: Intermediate Risk – Free Product Present Land Use: Industrial/Commercial Potential Responsible Party (Current): UST Owner: Tennessee Carolina Transportation UST Operator: Ms. Ann Harper Youree
c/o Mullins, Clemmons & Mayes, PLLC 320 Seven Springs Way, Suite 120 Brentwood, Tennessee 37027-4537 Attn: Mr. Larry Mullins [phone]
Consultant: Hart & Hickman, PC 2923 South Tryon Street, Suite 100 Charlotte, North Carolina 28203
Attn: Mr. Stephen Libbey, PG and Mr. Matt Bramblett, PE [phone] Release Information: Release Discovery Date: February 1999
Estimated Quantity of Release: Unknown Cause/Source of Release: UST System UST Information: Four former 10,000-gallon diesel USTs and associated dispenser island

ii
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
Annual Corrective Action Performance Report Former Tennessee Carolina Transportation Facility
Charlotte, North Carolina H&H Job No. TCT-035
Table of Contents
Section Page No. 1.0 Executive Summary ................................................................................................................1
2.0 Introduction .............................................................................................................................2
2.1 Comprehensive Site Assessment ..........................................................................................3
2.2 Corrective Action Plan ..........................................................................................................4
3.0 Summary of Potential Receptor Information.......................................................................5
3.1 Water Supply Wells ..............................................................................................................5
3.2 Surface Water .......................................................................................................................5
3.3 Subsurface Structures ...........................................................................................................5
4.0 Remediation System Performance ........................................................................................6
5.0 Cleanup Progress Milestone...................................................................................................8
6.0 Conclusions and Certification ..............................................................................................11

List of Tables
Table 1 Free Product Recovery System Data
Table 2 Water Level and Monitoring Well Data Summary
Table 3 Evaluation of Change in Contaminant Mass

List of Figures

Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Groundwater Contour Map
Figure 4 Free Product Extent Map (September 2023)

iii
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
List of Appendices

Appendix A CSA Table and Figures
Appendix B Remediation System Layout and Detail Figures
Appendix C Boring Logs and Well Construction Records
Appendix D Product Thickness Graphs
Appendix E Evaluation of Change in Free Product Calculations
Appendix F Historical Free Product Figures

1
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
Annual Corrective Action Performance Report Former Tennessee Carolina Transportation Facility
Charlotte, North Carolina H&H Job No. TCT-035
1.0 Executive Summary

On behalf of Tennessee Carolina Transportation (TCT), Hart & Hickman, PC (H&H) has
completed an Annual Corrective Action Performance Report (CAPR) for the former TCT facility
located at 200 Atando Avenue in Charlotte, Mecklenburg County, North Carolina. The North
Carolina Department of Environmental Quality (DEQ) incident number for the site is 19951, and
DEQ has assigned the site an intermediate risk classification due to the presence of free product.

H&H completed the installation and startup of a free product recovery system specified in the
approved Corrective Action Plan (CAP) in July 9, 2004. The system operated by removing only
free product from two recovery wells. Due to a change in Trust Fund priorities, the free product
recovery system was shut down on November 24, 2004. Ten additional product recovery wells
and existing monitoring well MW-1 were added to the recovery system and the system was
restarted in October 2012. The cleanup goal of the remediation system is to reduce free phase
product thickness to less than 1/8” (0.01 ft). Once this goal is achieved, the site should be
eligible for risk-based closure unless Gross Contamination Levels (GCLs) are present.

The current system performance estimate, based on September 2023 gauging data, indicates a
free product volume reduction of approximately 94% from the initial free product volume
estimate. These data show that the system has been generally effective at removing free phase
product and the current free product recovery milestone has been met. However, relatively thin
free product thicknesses remain in multiple wells.

This report documents system operation and maintenance activities conducted between October
2022 and September 2023.

2
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
2.0 Introduction

The former TCT facility is located at 200 Atando Avenue in Charlotte, Mecklenburg County,
North Carolina. The DEQ incident number for the site is 19951, and DEQ has assigned the site
an intermediate risk classification due to the presence of free product. A site location map and a
site plan are included as Figures 1 and 2, respectively.

The site formerly operated four 10,000-gallon fiber-reinforced plastic (FRP) diesel underground
storage tanks (USTs) and an associated dispenser island. The USTs were reportedly installed in
May 1978 and were removed in March 1999. The former TCT facility is currently operated as a
trailer leasing and truck maintenance facility.

In February 1999, an initial soil sample (GP-15) collected near the subject UST basin contained
gasoline-range and diesel-range TPH above the state action levels of 10 mg/kg. On March 5
and 6, 1999, the four 10,000-gallon diesel USTs were removed. During the UST removal action,
approximately 1,000 tons of impacted soil were also removed. Following soil removal, ten soil
confirmation samples were collected. Gasoline-range TPH was detected in the confirmation
samples at concentrations ranging from <6.94 mg/kg to 2,550 mg/kg, and diesel-range TPH was
detected at concentrations ranging from <13.9 mg/kg to 24,600 mg/kg. Soil impacts were
detected in the base of the excavation, which extended to approximately 12 ft below grade.

Upon review of the UST Tank Closure Assessment Report, DEQ requested a Limited Site
Assessment (LSA) for the former USTs and associated dispenser island. A Phase II LSA was
ompleted by others in December 1999. The Phase II LSA identified free product in monitoring
well MW-1, soil impacts above soil-to-groundwater Maximum Soil Contaminant Concentrations
(MSCCs) beneath the former UST basin, and groundwater impacts above standards in the
immediate vicinity of the UST basin.

DEQ responded to the Phase II LSA with a Notice of Regulatory Requirement (NORR) dated
May 8, 2003. The NORR requested completion of a Comprehensive Site Assessment (CSA).

3
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
2.1 Comprehensive Site Assessment
CSA activities were conducted between July and September 2002. The CSA activities included
a receptor survey update, installation of seven direct push technology (DPT) soil borings,
installation of 13 shallow one-inch diameter monitoring wells, installation of one hand auger
shallow monitoring well, free product assessment, and groundwater sampling activities. The
results of the CSA indicated:

• Soil target compound concentrations did not exceed Industrial/Commercial Maximum Soil
Contaminant Concentrations (MSCCs) but did exceed soil-to-groundwater MSCCs.

• The horizontal and vertical extent of unsaturated soil impacts above soil-to-groundwater
MSCCs were well defined. The estimated volume of soil impacted above soil-to-
groundwater MSCCs was approximately 1,500 cubic yards (approximately 2,200 tons).

• Free product was detected in nine monitoring wells. The free product had the odor and
appearance of diesel fuel in each of these wells. Apparent free product thicknesses ranged
from 0.20 ft to 4.36 ft. The estimated extent of free product was well defined and was up to
approximately 170 ft long and 120 ft wide.

• Groundwater impacts appeared to be confined to the immediate vicinity of the former UST
basin, associated dispenser, and area of free product. Constituents detected above
groundwater standards included total C9-C18 aliphatics (up to 5,230 µg/l), total C9-C22
aromatics (up to 2,310 µg/l), benzene (up to 34 µg/l), ethylbenzene (up to 100 µg/l), and
naphthalene (up to 260 µg/l). No dissolved phase groundwater impacts exceeded DEQ-
defined GCLs.

Pertinent CSA figures and a table are included in Appendix A.

4
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
2.2 Corrective Action Plan
Based on the results of the CSA activities, DEQ issued an NORR letter dated May 8, 2003
requesting a CAP. H&H prepared a CAP dated August 15, 2003, and the CAP was approved by
DEQ in a correspondence dated September 10, 2003. The approved CAP consists of active
groundwater remediation using a product only recovery system to remove free product to less
than 0.01 ft; thus, lowering the site risk and removing the need for soil remediation. H&H
completed the installation of Phase I of the free product recovery system specified in the
approved CAP between June and November 2004. Phase I of the free product recovery system
consisted of two 4-inch diameter recovery wells (RW-11 and RW-12) and began operation on
July 9, 2004. The proposed Phase II system consisted of an additional ten recovery wells. These
ten wells were not installed at that time due to a change in Trust Fund priorities and the resulting
limited time to evaluate operation of the Phase I part of the recovery system.

Due to the changes in the Trust Fund ranking system, implemented in 2004, the free product
recovery system was shut down in November 2004. As directed by DEQ in an NORR dated
January 13, 2010, Phase II of the recovery system was installed in September 2012, and the
system was restarted on October 5, 2012.

5
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
3.0 Summary of Potential Receptor Information

3.1 Water Supply Wells
A water supply well survey was conducted for the area within a 1,500-ft radius of the site
in September 2002 as discussed in the CSA. No water supply wells were identified within a
1,000-ft radius of the former UST basin. The site is located in an industrial area near uptown
Charlotte. Municipal water is supplied to the subject property and surrounding properties by
Charlotte Water.

3.2 Surface Water
A surface water body is located within 500 ft of the former UST basin. A tributary of
Little Sugar Creek is located approximately 200 ft east of the former UST basin at its closest
point (Figure 2). Little Sugar Creek is a Class C surface water body.

3.3 Subsurface Structures
Visual observations were made during CSA activities in 2002 for the potential of subsurface
conduits in the vicinity of the UST area. There are sewer lines, electric conduits, water service
lines, and other utilities located on the property. However, these subgrade utilities were not
identified near the former UST basin and associated dispenser.

6
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
4.0 Remediation System Performance

Phase I of the free product recovery system consisted of two 4-inch diameter recovery wells
(RW-11 and RW-12) and began operation on July 9, 2004. The system operated by removing
only free product from RW-11 and RW-12 using Ferret pumps, which separate free product and
water in the well based on density. The product was then pumped into a 550-gallon double-
walled aboveground product storage tank via underground piping. Due to a change in Trust
Fund priorities, Phase I of the free product recovery system was shut down on November 24,
2004.

During the Phase II system installation in 2012, ten additional 4-inch diameter product recovery
wells (RW-1 through RW-10) were added to the recovery system as recommend in the CAP.
The Ferret pumps were replaced with more reliable QED bladder pumps. Additionally, because
free product continued to be detected in monitoring well MW-1, a pump was installed in this
well and it was connected to the free product recovery system. CAP figures depicting the system
layout and details are included in Appendix B.

Recovery wells RW-1 through RW-10 are constructed of 4-inch diameter PVC. Each recovery
well extends to a total depth of 25 ft below ground surface (bgs) with a 15 ft screen interval from
10 to 25 ft bgs. Locations of the wells are depicted in Figure 2. Boring logs and well
construction records for the recovery wells are included in Appendix C.

H&H has monitored the performance of the free product recovery system since the system re-
start in October 2012 by conducting monthly O&M visits. The system operation status, number
of hours of operation, compressor pressure, and storage tank liquid volumes are recorded (Table
1). In addition, free product thickness measurements are collected from select site wells (Table
2). Starting in 2018, H&H began hand bailing free product from select monitoring wells during
each O&M visit. An O&M log sheet is completed during each site visit and kept in a bound
folder. As shown in Table 1, approximately 685 gallons of free product have been recovered
since the full system start-up in October 2012. Based on data collected in September 2023, a
Groundwater Contour Map is presented as Figure 3 which indicates a flow direction to the south,

7
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
and the extent of free product is depicted in Figure 4. Due to the operation of the free product
recovery system, water levels may not have been at equilibrium at the time of gauging. The
overall groundwater flow is expected to be to the east towards the tributary. Product thickness
versus time graphs are included in Appendix D.

Apart from malfunctioning bladder pumps in recovery wells RW-5 and RW-6, the remediation
system operated as designed during the reporting period. During the September 2022 O&M
visit, the bladders in the pumps in recovery wells RW-5 and RW-6 were discovered leaking.
Due to manufacturing delays, new pump bladders could not be obtained from the pump
manufacturer until November 2022. The new bladders were installed in RW-5 and RW-6 during
the November 30, 2022 O&M visit, and these wells are currently operating as designed.

8
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
5.0 Cleanup Progress Milestone

As stated in the CAP, residual soil impacts above DEQ industrial/commercial MSCCs do not
remain in unsaturated source area soils, and groundwater compound concentrations do not
exceed DEQ GCLs. As a result, active remediation of site soils and groundwater was not
proposed, other than free product recovery. As such, the primary goal of the remediation system
is to remove free product. Once free phase product has been removed from the site and sampling
results confirm that no groundwater contaminants are observed above GCLs, the site should be
eligible for risk–based closure. Free product is defined by the UST Section as undissolved
product accumulating to a thickness of 1/8 inch (0.01 ft) or more. Therefore, the objective of
free product removal is to remove the separate phase product to a thickness of less than 0.01 ft.

Although the volume estimates may not be accurate, estimating the free product volume is
important to determination of the effectiveness of the recovery method over time. Estimating
free product volume is difficult because monitor well thicknesses are different than formation
product thickness. In the formation, free product floats on the capillary fringe which is not
present in the monitor well. Free product drains into the monitor well, and the weight of the
product can depress the water level in the well allowing more product to drain to the well. The
free product thickness in a monitor well, often termed “apparent thickness,” measures the
distance from the top of formation free product on the capillary fringe to the depressed water
level in the monitor well. Therefore, the apparent thickness exceeds the formation free product
thickness.

The US EPA publication How to Effectively Recover Free Product at Leaking Underground
Storage Tank Sites: A Guide for State Regulators (September 1996) presents various methods for
estimating free product volume based on apparent (measured) thicknesses. One of these methods
is referred to as the Method of de Pastrovich which is reported to be more accurate in finer
grained soils, such as present at the subject site. This method estimates the formation free
product thickness (Hf) from the apparent thickness (Ho) using the density difference between
water (w) and gasoline (d) as follows:

9
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
Hf = Ho (w - d)/ (d)

Using this equation, the apparent thickness is 5.3 times higher than the formation thickness.

Based on measurements collected on September 17, 2012 prior to system startup, the average
apparent thickness was 1.5 ft, giving an average formation thickness of approximately 0.30 ft.
During this time, the free product area covered approximately 17,476 ft2. Using this area, the
calculated formation thickness of 0.30 ft, and an assumed total porosity of 0.2, the estimated
volume of free product was approximately 1,049 cubic ft or 7,834 gallons (1 gallon of diesel =
0.1339 ft3) prior to system startup. A free product calculations table is included in Appendix E,
and a figure depicting the extent of free product in September 2012 is included in Appendix F.

For closure estimates, an average apparent thickness of 1/8 inch (0.01’) was assumed within the
September 2012 area of the plume (17,476 ft2). While the free product area became smaller over
time, the 2012 area was used in the calculation as a conservative estimate. Calculations indicate
risk-based site closure may be achieved at approximately 52 calculated residual gallons, or a
99.33% reduction of the original free product volume. Based on this assumption, milestone
projections were established for the site to compare estimated progress versus observed progress
for the system over the current estimated cleanup timeline of twelve years (Table 3). In reality,
DEQ may require that no monitoring well contain even 0.01’ of free product for incident closure.

During the September 25, 2023 gauging event, H&H observed an average apparent product
thickness of 0.10 ft. Using the same calculations as described above, the estimated volume of
free product during the September 2023 gauging event is approximately 66 cubic ft or 496
gallons. Figures depicting the historical extents of free product are included in Appendix F.

Current remediation performance monitoring requires milestones be established for the site. At
the end of the time period described in this report, the system had just completed approximately
eleven years of operation since startup in October 2012. The milestone for the eleventh year of
active remediation indicates an estimated volume reduction of approximately 90% from the
initial estimate. The current estimate, based on September 2023 gauging data, indicates an actual

10
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
volume reduction of approximately 94% from the initial volume estimate. These data show that
the system has been generally effective at removing free phase product and the current free
product recovery milestone has been met (Table 3).

It is important to note that because free product volume estimates are based on apparent free
product thicknesses in the monitoring wells, the original and subsequent relative free product
volumes and system recovery estimates appear to be overestimated. This is evidenced by a
comparison of the total volume of free product recovered to the original and remaining estimated
free product in the formation as summarized in Table 3. Some of this discrepancy may be
associated with free product mass reduction associated with volatilization. Even though
overestimates exist due to inaccuracies in free product volume estimate methods, in the end, the
cleanup threshold metric for the site is the absolute apparent free product thickness of 0.01 ft in
site wells.

11
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
6.0 Conclusions and Certification

The former TCT facility is classified by DEQ as an intermediate risk site due to the presence of
free product. H&H completed the installation and startup of a free product recovery system
specified in the approved CAP in July 9, 2004. The system operated by removing only free
product from two recovery wells. Due to a change in Trust Fund priorities, the free product
recovery system was shut down on November 24, 2004. Ten additional product recovery wells
and existing monitoring well MW-1 were added to the recovery system, and the system was
restarted in October 2012.

Apart from two leaking pump bladders that were replaced in November 2023, O&M data
indicate that the treatment system is currently operating as designed. Approximately 685 gallons
of free product have been recovered since system re-start in October 2012. The current system
performance estimate, based on September 2023 gauging data, indicates a free product volume
reduction of approximately 94% initial volume estimate. The average apparent free product
thickness has decreased from 1.5 ft in 2012 to 0.10 ft in 2023. Although removing direct from
silty soils is a slow process, these data show that the system has been generally effective at
removing free phase product. The current free product recovery milestone has been met.

The next annual CAPR will be submitted in November 2024 to include data collected from the
O&M and monitoring program as described above.

12
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/19951_CA_RPTS_20231214_Corrective Action Performance Report (2).doc
Certification:
1. This report is submitted on-time.
2. This report includes the required information.
3. The system has operated reliably during this reporting period.
4. The system has been effective at removing free phase product and the current free
product recovery milestone has been met.
5.There are no other suspected source zone soils or free product outside of the assessed
areas.
6.There has not been an unexpected increase in contaminant mass to suggest a new release
or separate source.
I, Matt Bramblett, PE for Hart & Hickman, PC do certify that the information contained in this
report is correct and accurate to the best of my knowledge.
Hart & Hickman, PC is licensed to practice geology and engineering in North Carolina. The
certification numbs are C-245 and C-1269, respectively.
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
10/5/2012 No 2,383 NM 10.4 2.0 0.0 0.0 MW-1, & RW-1 through RW-12
Initial start-up of product recovery system.
10/11/2012 Yes 2,523 87 10.4 45.4 43.4 43.4 MW-1, & RW-1 through RW-12
10/19/2012 Yes 2,719 89 10.4 62.1 16.8 60.1 MW-1, & RW-1 through RW-12
10/25/2012 Yes 2,888 87 10.4 71.6 9.5 69.6 MW-1, & RW-1 through RW-12
12/7/2012 Yes 3,895 81 10.4 153.7 82.1 151.7 MW-1, & RW-1 through RW-12
1/23/2013 Yes 5,022 86 31.0 228.0 74.3 226.0 MW-1, & RW-1 through RW-12
2/20/2013 Yes 5,695 85 57.0 250.0 22.0 248.0 MW-1, & RW-1 through RW-12
3/14/2013 Yes 6,225 82 116.0 269.0 19.0 267.0 MW-1, & RW-1 through RW-12
4/26/2013 No 7,256 NA 231.0 269.0 0.0 267.0 MW-1, & RW-1 through RW-12
System off due to high level alarm in free product
holding tank. Approximately 570 gallons of free
product and water pumped from holding tank on
4/26/13.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 1 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
5/13/2013 No 7,256 NA 1.0 0.0 0.0 267.0 RW-5 through RW-7, RW-9, & RW-10
Recovery wells RW-1, RW-2, RW-3, RW-4, & RW-8
shut-off due to minimal or lack of free product.
6/14/2013 Yes 7,461 82 1.0 9.0 9.0 276.0 RW-5 through RW-7, & RW-9 through
RW-12
7/16/2013 Yes 7,495 80 4.0 9.0 0.0 276.0 RW-5 through RW-7, & RW-9 through
RW-12
Recovery wells RW-11 and RW-12 shut-off due to
minimal or lack of free product. MW-1 turned on
due to measurable free product in well.
8/16/2013 Yes 7,559 86 4.0 10.0 1.0 277.0 MW-1, RW-5 through RW-7, RW-9, &
RW-10
9/20/2013 Yes 7,602 84 4.0 10.0 20.0 297.0 MW-1, RW-5 through RW-7, RW-9, &
RW-10
10/29/2013 No 7,604 82 3.0 22.0 12.0 309.0 MW-1, RW-3, RW-5 through RW-7,
RW-8, RW-9, RW-11, & RW-12
System off due to unknown reasons. System
restarted. RW-3, RW-8, RW-11, & RW-12 turned on.
11/22/2013 Yes 7,645 82 3.0 33.0 11.0 320.0 MW-1, RW-3, RW-5 through RW-7,
RW-8, RW-9, RW-11, & RW-12
12/18/2013 Yes 7,702 81 3.0 44.0 11.0 331.0 MW-1, RW-3, RW-5 through RW-7,
RW-8, RW-9, RW-11, & RW-12
1/28/2014 Yes 7,818 84 4.0 61.0 17.0 348.0 RW-1, RW-2, RW-4 through RW-12
Recovery wells RW-1, RW-2, & RW-4 turned on.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 2 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
2/26/2014 Yes 7,885 80 14.0 70.0 9.0 357.0 RW-1, RW-2, RW-4 through RW-12
3/24/2014 Yes 7,946 80 18.0 71.0 1.0 358.0 RW-1, RW-2, RW-4 through RW-12
4/24/2014 Yes 8,001 82 26.0 75.0 4.0 362.0 RW-1, RW-2, RW-4 through RW-6, &
RW-10 through RW-12
RW-7, RW-8, & RW-9 turned off due to
malfunctioning flow controller valve - valve ordered.
5/23/2014 Yes 8,055 81 29.0 75.0 0.0 362.0 RW-1, RW-2, RW-4 through RW-6, &
RW-10 through RW-12
6/12/2014 Yes 8,199 81 29.0 78.0 3.0 365.0 RW-1, RW-2, RW-4 through RW-12
Flow controller valve for RW-7, RW-8, & RW-9
replaced and wells turned on.
7/25/2014 Yes 8,357 81 29.0 84.0 6.0 371.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
8/14/2014 Yes 8,836 87 32.0 85.0 1.0 372.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
9/10/2014 Yes 9,486 84 32.0 85.0 0.0 372.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
10/23/2014 Yes 10,446 71 39.0 86.5 1.5 373.5 MW-1, RW-1, RW-2, RW-4 through
RW-12
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 3 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
11/25/2014 Yes 11,244 69 37.0 88.0 1.5 375.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
12/29/2014 Yes 12,055 77 40.1 88.0 0.0 375.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
1/29/2015 Yes 12,797 69 47.0 97.9 9.9 384.9 MW-1, RW-1, RW-2, RW-4 through
RW-12
2/9/2015 Yes 13,049 80 48.7 104.7 6.8 391.7 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/9/2015 Yes 13,690 87 48.7 115.3 10.6 402.3 MW-1, RW-1, RW-2, RW-4 through
RW-12
4/24/2015 Yes 14,632 80 52.0 123.0 7.7 410.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
5/27/2015 Yes 15,349 80 58.8 123.0 0.0 410.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
Compressor would not build pressure. System
turned off
6/15/2015 No 15,349 0 59.0 123.0 0.0 410.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
Compressor technician determined that the
compressor solenoid valve malfunctioning.
8/18/2015 No 15,351 75 59.0 123.0 0.0 410.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
Compressor solenoid valve replaced and system
restarted.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 4 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
9/17/2015 Yes 16,069 80 59.0 131.0 8.0 418.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
10/28/2015 Yes 17,049 78 60.0 155.0 24.0 442.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/19/2015 No 17,192 78 60.0 157.0 2.0 444.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
12/9/2015 No 17,502 0 60.0 157.0 0.0 444.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down due to low oil condition caused by
malfunctioning dipstick gasket.
1/20/2016 No 17,502 85 60.0 157.0 0.0 444.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
Dipstick gasket replaced and system restarted.
2/12/2016 Yes 18,055 85 101.0 158.0 1.0 445.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/30/2016 Yes 18,701 82 125.0 165.0 7.0 452.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
4/27/2016 No 19,159 82 138.0 175.0 10.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to high temperature. System
restarted.
6/6/2016 No 19,161 82 138.0 175.0 0.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 5 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
8/1/2016 No 19,283 82 138.0 175.0 0.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
9/13/2016 No 19,393 80 138.0 175.0 0.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
10/10/2016 Yes 20,037 75 138.0 175.0 0.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/28/2016 Yes 21,215 70 138.0 175.0 0.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
12/28/2016 No 21,958 50 145.0 175.0 0.0 462.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
1/631/17 No 22,215 50 151.0 176.0 1.0 463.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
2/28/2017 Yes 22,747 60 151.0 179.0 3.0 466.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/20/2017 No 23,203 60 151.0 179.0 0.0 466.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
4/20/2017 No 23,709 50 151.0 179.0 0.0 466.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 6 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
5/19/2017 No 23,736 80 151.0 188.0 9.0 475.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
6/19/2017 No 24,300 0 151.0 188.0 0.0 475.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
Power failure due to down power lines. Lines
repaired August 2017 and system restarted.
9/27/2017 Yes 25,211 80 151.0 189.0 1.0 476.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
10/27/2017 Yes 25,933 74 151.0 215.0 26.0 502.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/8/2017 Yes 26,219 76 151.0 215.0 0.0 502.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
12/28/2017 Yes 27,419 86 164.0 215.0 0.0 502.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
1/25/2018 Yes 28,095 82 164.0 215.0 0.0 502.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
2/23/2018 Yes 28,793 83 164.0 215.0 0.0 502.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/20/2018 Yes 29,389 80 164.0 215.0 0.0 502.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 7 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
4/19/2018 Yes 30,109 80 164.0 228.0 13.0 515.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
5/17/2018 No 30,667 80 164.0 228.0 0.0 515.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
6/17/2018 Yes 31,365 80 148.0 239.0 11.0 526.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
7/17/2018 Yes 31,478 80 148.0 240.0 0.0 526.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
8/10/2018 Yes 31,838 75 148.0 242.0 2.0 528.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
9/10/2018 Yes 31,990 75 148.0 242.0 0.0 528.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
10/9/2018 Yes 32,331 75 148.0 245.0 3.0 531.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/9/2018 Yes 33,076 73 148.0 247.0 2.0 533.0 MW-1, RW-1, RW-2, RW-4 through
RW-13
12/10/2018 Yes 33,847 75 148.0 250.0 3.0 536.0 MW-1, RW-1, RW-2, RW-4 through
RW-14
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 8 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
1/31/2019 No 35,069 75 148.0 256.0 6.0 542.0 MW-1, RW-1, RW-2, RW-4 through
RW-15
System down to malfunction compressor.
3/20/2019 No 35,069 75 148.0 245.0 3.0 545.0 MW-1, RW-1, RW-2, RW-4 through
RW-16
New compressor installed. Electrical power down.
Duke Power contacted for repair.
5/28/2019 No 35,069 135 148.0 245.0 0.0 545.0 MW-1, RW-1, RW-2, RW-4 through
RW-17
Power restored by Duke Power. New compressor
started.
6/24/2019 Yes --135 148.0 245.0 3.0 548.0 MW-1, RW-1, RW-2, RW-4 through
RW-18
7/29/2019 Yes --130 167.0 249.0 4.0 552.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
8/29/2019 No --120 167.0 249.0 0.0 552.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down due to blown fuse. Fuse replaced and
system restarted.
9/26/2019 Yes --130 167.0 249.0 0.0 552.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
10/28/2019 Yes --130 167.0 249.0 0.0 552.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/18/2019 Yes --130 167.0 249.0 0.0 552.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
12/26/2019 Yes --135 167.0 249.0 0.0 552.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
1/27/2020 Yes --130 179.0 251.0 2.0 554.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 9 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
2/27/2020 Yes --110 179.0 253.0 2.0 556.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/30/2020 Yes --130 185.0 257.0 4.0 560.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
4/29/2020 Yes --120 189.0 257.0 0.0 560.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
5/26/2020 No --130 189.0 260.0 4.0 564.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
System down to power failure. System restarted.
6/29/2020 Yes --125 194.0 260.0 0.0 564.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
7/31/2020 Yes --120 195.0 260.0 0.0 564.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
8/31/2020 Yes --130 196.0 260.0 0.0 564.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
9/30/2020 Yes --125 199.0 260.0 0.0 564.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
10/21/2020 Yes --120 199.0 261.0 1.0 565.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/25/2020 Yes --120 201.0 261.0 0.0 565.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 10 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
12/23/2020 Yes --130 202.0 262.0 1.0 566.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
1/29/2021 Yes --130 202.0 263.0 1.0 567.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
2/25/2021 Yes --125 204.0 264.0 1.0 568.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/24/2021 Yes --130 204.0 265.0 1.0 569.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
4/22/2021 Yes --135 206.0 266.0 1.0 570.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
5/25/2021 Yes --120 206.0 268.0 2.0 572.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
6/21/2021 Yes --125 207.0 272.0 4.0 576.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
7/26/2021 Yes --125 209.0 272.0 0.0 576.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
8/31/2021 Yes --130 209.0 274.0 2.0 578.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
9/22/2021 Yes --125 209.0 277.0 3.0 581.0 MW-1, RW-1, RW-2, RW-4 through
RW-12
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 11 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
10/27/2021 Yes --130 210.5 278.5 18.5 582.5 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/24/2021 Yes --120 212.1 279.9 1.4 583.9 MW-1, RW-1, RW-2, RW-4 through
RW-12
12/17/2021 Yes --130 213.8 280.3 0.4 584.3 MW-1, RW-1, RW-2, RW-4 through
RW-12
1/24/2022 Yes --125 215.4 282.6 2.4 586.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
Approximately 530 gallons of fluids removed from
storage tank using vacuum truck on 1/24/22 for
proper off-site disposal.
2/24/2022 Yes --125 0.0 8.5 0.0 586.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/21/2022 Yes --130 3.0 9.3 0.8 587.4 MW-1, RW-1, RW-2, RW-4 through
RW-12
4/26/2022 Yes --130 3.5 13.5 4.3 591.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
5/31/2022 Yes --130 3.5 13.5 0.0 591.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
6/29/2022 Yes --130 3.5 14.5 1.0 592.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
7/18/2022 Yes --120 5.0 14.5 0.0 592.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
8/31/2022 Yes --120 5.0 14.5 0.0 592.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
9/26/2022 Yes --110 5.5 14.5 0.0 592.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
RW-5 and RW-6 pumps discovered malfunctioning;
parts ordered.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 12 of 13)
Hart & Hickman, PC
Table 1
Free Product Recovery System DataFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT.035
Date
System
Operating
on Arrival?
Air
Compressor
Hour Meter
Reading
Compressor
Pressure
(PSI)
Volume of
Water in
Storage
Tank
(Gallons)
Volume of
Product in
Storage
Tank
(Gallons)
Product
Recovered
Since Last
Site Visit
(Gallons)
Cumulative
Product
Recovered
to Date
(Gallons)
Operating Recovery Wells Comments
10/24/2022 Yes --120 6.0 14.5 0.0 592.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
11/30/2022 Yes --115 6.5 14.5 0.0 592.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
Replaced bladders in RW-5, RW-6, and RW-7.
12/19/2022 Yes --110 17.0 30.0 15.5 608.1 MW-1, RW-1, RW-2, RW-4 through
RW-12
1/30/2023 Yes --105 29.0 54.5 24.5 632.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
2/20/2023 Yes --120 33.0 56.5 2.0 634.6 MW-1, RW-1, RW-2, RW-4 through
RW-12
3/30/2023 Yes --120 39.5 72.0 15.5 650.1 MW-1, RW-1, RW-2, RW-4 through
RW-12
4/24/2023 Yes --105 47.0 75.0 3.0 653.1 MW-1, RW-1, RW-2, RW-4 through
RW-12
5/16/2023 Yes --110 58.3 83.0 8.0 661.1 MW-1, RW-1, RW-2, RW-4 through
RW-12
Recovery wells RW-2, RW-8, RW-11, & RW-12 shut
down due to a lack of free product in these wells.
6/19/2023 Yes --115 58.5 92.5 9.5 670.6 MW-1, RW-1, RW-4 through RW-7,
and RW-10
7/27/2023 Yes --115 58.5 97.6 5.1 675.8 MW-1, RW-1, RW-4 through RW-7,
and RW-10
8/24/2023 Yes --120 60.8 101.6 4.0 679.8 MW-1, RW-1, RW-4 through RW-7,
and RW-10
9/25/2023 Yes --110 62.0 106.9 5.3 685.0 MW-1, RW-1, RW-4 through RW-7,
and RW-10
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 1 (Page 13 of 13)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 100.00 29 15 20.01 16.38 3.63 83.08 19.44 16.15 3.29 83.36 19.74 16.91 2.83 82.67 19.18 16.86 2.32 82.79 20.84 17.96 2.88 81.61
MW-2 99.90 29 15 16.87 ----83.03 16.53 ----83.37 17.37 ----82.53 NM NM NM NM 18.55 --0.00 81.35
MW-3 99.31 29 15 17.20 16.08 1.12 83.06 18.58 15.68 2.90 83.20 18.40 16.48 1.92 82.54 17.47 16.50 0.97 82.66 18.56 17.66 0.90 81.52
MW-4 100.00 29 15 14.45 ----85.55 13.84 ----86.16 15.08 ----84.92 NM NM NM NM 15.82 --0.00 84.18
MW-5 99.86 23.6 NA 17.81 ----82.05 15.75 ----84.11 17.17 ----82.69 NM NM NM NM 18.18 --0.00 81.68
DMW-1 99.91 60 5 16.88 ----83.03 16.14 ----83.77 17.05 ----82.86 NM NM NM NM 18.28 --0.00 81.63
DPT-1 100.14 25 15 19.72 16.83 2.89 82.88 19.85 16.58 3.27 83.07 17.97 16.66 1.31 83.28 17.85 17.35 0.50 82.72 18.75 18.58 0.17 81.53
DPT-2 100.26 25 15 17.20 ----83.06 16.99 ----83.27 17.70 ----82.56 NM NM NM NM 18.54 --0.00 81.72
DPT-3 100.18 25 15 19.78 16.71 3.07 83.01 19.20 16.55 2.65 83.23 19.88 17.29 2.59 82.50 19.58 17.05 2.53 82.75 18.27 --0.00 81.91
DPT-4 100.09 25 15 17.69 16.91 0.78 83.06 19.25 16.45 2.80 83.22 20.09 17.10 2.99 82.54 17.74 17.21 0.53 82.80 19.01 18.44 0.57 81.56
DPT-5 100.19 25 15 17.07 ----83.12 16.78 ----83.41 17.45 ----82.74 NM NM NM NM 18.49 --0.00 81.70
DPT-6 99.68 25 15 19.15 16.22 2.93 83.02 18.80 16.14 2.66 83.14 19.26 16.10 3.16 83.11 19.86 16.46 3.40 82.71 21.30 17.55 3.75 81.57
DPT-7 99.74 25 15 18.10 16.53 1.57 82.97 18.59 16.35 2.24 83.05 19.98 16.76 3.22 82.50 17.57 17.05 0.52 82.61 18.88 18.06 0.82 81.56
DPT-8 99.67 25 15 24.72 14.86 9.86 83.33 23.20 15.31 7.89 83.18 19.25 16.68 2.57 82.60 16.90 16.73 0.17 82.91 18.07 17.99 0.08 81.67
DPT-9 99.84 25 15 19.30 16.31 2.99 83.08 19.03 16.12 2.91 83.28 19.77 16.78 2.99 82.61 19.60 16.61 2.99 82.78 17.68 --0.00 82.16
DPT-10 99.99 29 20 16.72 16.70 0.02 83.29 16.41 ----83.58 17.32 ----82.67 NM NM NM NM 18.05 --0.00 81.94
DPT-11 99.52 25 15 16.64 16.61 0.03 82.91 16.46 ----83.06 17.03 ----82.49 NM NM NM NM 18.11 --0.00 81.41
DPT-12 98.83 25 15 15.74 ----83.09 15.92 ----82.91 16.48 ----82.35 NM NM NM NM 17.54 --0.00 81.29
DPT-13 99.35 25 15 15.35 ----84.00 16.50 ----82.85 16.81 ----82.54 NM NM NM NM 17.85 --0.00 81.50
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 17.51 17.44 0.07 81.53
RW-2 98.67 25 15 17.20 17.19 0.01 81.48
RW-3 99.41 25 15 17.87 17.85 0.02 81.56
RW-4 99.30 25 15 17.75 17.73 0.02 81.57
RW-5 99.49 25 15 17.59 --0.00 81.90
RW-6 99.31 25 15 17.30 --0.00 82.01
RW-7 98.79 25 15 18.72 16.88 1.84 81.63
RW-8 99.41 25 15 17.88 --0.00 81.53
RW-9 99.28 25 15 17.94 17.51 0.43 81.71
RW-10 99.69 25 15 19.62 17.78 1.84 81.63
RW-11 NA 25 15 16.17 ------16.45 ------16.94 ----NA NM NM NM NA 18.52 --0.00 NA
RW-12 NA 25 15 17.91 ------15.92 ------15.43 ----NA NM NM NM NA 18.72 --0.00 NA
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
Not Installed
August 24, 2011March 23, 2011
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not InstalledNot Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
Not Installed
November 29, 2004 April 16, 2009 March 7, 2011
Not Installed
Not Installed
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 1 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 19.40 16.37 3.03 82.54 NM NM NM NM NM NM NM NM 16.26 15.95 0.31 83.36
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 NM NM NM NM 19.73 16.87 2.86 82.01 18.94 16.00 2.94 82.87 17.86 15.65 2.21 83.33
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.45 --0.00 82.69
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 18.53 16.71 1.82 83.20
DPT-4 100.09 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 19.64 16.35 3.29 83.25
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 NM NM NM NM 20.70 17.00 3.70 82.13 19.18 16.55 2.63 82.74 18.33 15.94 2.39 83.38
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-9 99.84 25 15 NM NM NM NM 20.85 17.15 3.70 82.14 19.55 16.71 2.84 82.70 NM NM NM NM
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 16.98 16.93 0.05 82.04 NM NM NM NM NM NM NM NM 15.72 --0.00 83.26
RW-2 98.67 25 15 16.41 --0.00 82.26 NM NM NM NM NM NM NM NM 15.54 --0.00 83.13
RW-3 99.41 25 15 17.12 17.04 0.08 82.36 NM NM NM NM NM NM NM NM 16.20 --0.00 83.21
RW-4 99.11 25 15 17.15 16.96 0.19 82.12 NM NM NM NM 16.75 16.71 0.04 82.39 16.15 --0.00 82.96
RW-5 99.49 25 15 19.67 16.50 3.17 82.51 17.53 17.25 0.28 82.20 NM NM NM NM 16.85 16.57 0.28 82.88
RW-6 99.31 25 15 19.82 16.35 3.47 82.44 NM NM NM NM 16.85 16.57 0.28 82.70 16.27 15.90 0.37 83.35
RW-7 98.79 25 15 19.21 15.82 3.39 82.46 17.00 16.67 0.33 82.07 16.00 15.98 0.02 82.81 15.46 15.40 0.06 83.38
RW-8 99.41 25 15 17.05 17.04 0.01 82.37 NM NM NM NM NM NM NM NM 16.15 --0.00 83.26
RW-9 99.28 25 15 19.15 16.30 2.85 82.55 17.20 16.95 0.25 82.29 NM NM NM NM 15.86 --0.00 83.42
RW-10 99.69 25 15 19.92 16.72 3.20 82.49 NM NM NM NM NM NM NM NM 16.59 16.27 0.32 83.37
RW-11 NA 25 15 16.63 --0.00 NA NM NM NM NM NM NM NM NM 15.98 15.96 0.02 NA
RW-12 NA 25 15 17.88 --0.00 NA NM NM NM NM NM NM NM NM 16.32 16.30 0.02 NA
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
October 19, 2012 January 23, 2013 March 14, 2013September 17, 2012
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 2 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.89 15.77 0.12 83.57 NM NM NM NM
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 17.23 15.25 1.98 83.76 20.22 17.40 2.82 81.49 20.04 17.75 2.29 81.22 16.98 15.43 1.55 83.65 18.10 16.05 2.05 82.95
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA 16.05 --0.00 83.81 NM NM NM NM NM NM NM NM 15.92 --0.00 83.94 NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 16.59 16.50 0.09 83.63 NM NM NM NM NM NM NM NM 16.43 16.40 0.03 83.74 NM NM NM NM
DPT-2 100.26 25 15 16.47 --0.00 83.79 NM NM NM NM NM NM NM NM 16.50 --0.00 83.76 NM NM NM NM
DPT-3 100.18 25 15 18.11 16.20 1.91 83.69 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 19.12 15.98 3.14 83.64 NM NM NM NM NM NM NM NM 18.12 15.98 2.14 83.79 NM NM NM NM
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.16 --0.00 84.03 NM NM NM NM
DPT-6 99.68 25 15 17.09 15.42 1.67 84.01 20.85 17.63 3.22 81.57 20.97 17.92 3.05 81.30 17.55 15.57 1.98 83.81 18.31 16.45 1.86 82.95
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-9 99.84 25 15 18.02 15.82 2.20 83.69 21.31 17.77 3.54 81.54 20.21 18.05 2.16 81.47 18.03 15.72 2.31 83.77 18.31 16.40 1.91 83.15
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 16.17 --0.00 83.35 NM NM NM NM NM NM NM NM 16.11 --0.00 83.41 NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 16.04 --0.00 83.31 NM NM NM NM NM NM NM NM 15.89 --0.00 83.46 NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 15.43 --0.00 83.55 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-2 98.67 25 15 15.24 --0.00 83.43 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-3 99.41 25 15 15.91 15.85 0.06 83.55 NM NM NM NM NM NM NM NM 16.05 15.85 0.20 83.53 NM NM NM NM
RW-4 99.11 25 15 15.79 15.74 0.05 83.36 NM NM NM NM NM NM NM NM NM NM NM NM 15.67 15.65 0.02 83.46
RW-5 99.49 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-6 99.31 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.67 15.65 0.02 83.66 NM NM NM NM
RW-7 98.79 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-8 99.41 25 15 15.85 15.82 0.03 83.59 NM NM NM NM NM NM NM NM 15.92 15.89 0.03 83.52 NM NM NM NM
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.66 --0.00 --NM NM NM NM
RW-12 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.05 16.04 0.01 --NM NM NM NM
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
*= Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1)HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
June 14, 2013 June 12, 2014September 20, 2013 November 22, 2013 February 26, 2014
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 3 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 18.17 16.62 1.55 82.46 17.40 16.20 1.20 82.93 16.88 15.68 1.20 83.45 18.60 16.88 1.72 82.17
MW-4 100.00 29 15 14.22 --0.00 85.78 14.44 --0.00 85.56 13.34 --0.00 86.66 NM NM NM NM
MW-5 99.86 23.6 NA 17.19 --0.00 82.67 NM NM NM NM 14.47 --0.00 85.39 NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 16.85 16.83 0.02 83.31 17.21 --0.00 82.93 16.80 --0.00 83.34 NM NM NM NM
DPT-2 100.26 25 15 17.54 --0.00 82.72 17.40 --0.00 82.86 16.60 --0.00 83.66 NM NM NM NM
DPT-3 100.18 25 15 19.90 17.16 2.74 82.61 NM NM NM NM 18.06 16.29 1.77 83.62 NM NM NM NM
DPT-4 100.09 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-5 100.19 25 15 17.44 --0.00 82.75 17.13 --0.00 83.06 16.34 --0.00 83.85 NM NM NM NM
DPT-6 99.68 25 15 19.06 16.88 2.18 82.47 17.75 15.70 2.05 83.67 17.70 15.60 2.10 83.77 19.91 17.07 2.84 82.18
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-9 99.84 25 15 19.83 16.83 3.00 82.56 18.52 16.60 1.92 82.95 18.03 15.97 2.06 83.56 19.79 17.13 2.66 82.31
DPT-10 99.99 29 20 NM NM NM NM 17.00 --0.00 82.99 16.14 --0.00 83.85 NM NM NM NM
DPT-11 99.52 25 15 17.28 --0.00 82.24 15.44 --0.00 84.08 16.18 --0.00 83.34 NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 15.57 --0.00 83.78 16.50 --0.00 82.85 16.12 --0.00 83.23 NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-2 98.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.65 --0.00 82.02
RW-3 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.63 17.08 0.55 82.25
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.48 17.27 0.21 81.81
RW-5 99.49 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.59 16.99 0.60 82.41
RW-6 99.31 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.75 16.91 0.84 82.27
RW-7 98.79 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.88 16.60 0.28 82.15
RW-8 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.52 17.11 0.41 82.24
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.12 16.80 0.32 82.43
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.45 --0.00 --
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
August 14, 2014 December 29, 2014 March 9, 2015 May 27, 2015
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 4 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 19.53 18.04 1.49 81.05 19.38 17.85 1.53 81.23 16.59 15.45 1.14 83.69 17.22 16.10 1.12 83.04
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM 14.15 --0.00 85.71 NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 NM NM NM NM NM NM NM NM 17.10 17.05 0.05 83.08 16.20 16.18 0.02 83.96
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM 16.33 --0.00 83.93 NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM 18.05 16.05 2.00 83.83 18.48 16.89 1.59 83.05
DPT-4 100.09 25 15 NM NM NM NM NM NM NM NM 18.55 16.23 2.32 83.51 18.75 16.75 2.00 83.04
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM 15.98 --0.00 84.21 NM NM NM NM
DPT-6 99.68 25 15 21.45 18.10 3.35 81.08 21.15 18.06 3.09 81.16 NM NM NM NM 18.63 16.19 2.44 83.12
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.73 15.23 1.50 84.22
DPT-9 99.84 25 15 21.18 18.24 2.94 81.16 21.05 18.63 2.42 80.85 NM NM NM NM 18.47 16.47 2.00 83.07
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM 15.78 --0.00 84.21 NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM 16.08 --0.00 83.44 16.56 --0.00 82.96
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-2 98.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-3 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-6 99.31 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-7 98.79 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-8 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
September 17, 2015 November 19, 2015 June 6, 2016February 12, 2016
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 5 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-2 99.90 29 15 17.91 --0.00 81.99 16.62 --0.00 83.28 16.51 --0.00 83.39 17.54 --0.00 82.36
MW-3 99.31 29 15 18.96 17.05 1.91 81.97 NM NM NM NM NM NM NM NM NM NM NM NM
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA 17.73 --0.00 82.13 16.55 --0.00 83.31 15.58 --0.00 84.28 17.35 --0.00 82.51
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 18.23 18.10 0.13 82.02 17.05 17.00 0.05 83.13 16.98 16.91 0.07 83.22 18.03 17.84 0.19 82.27
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 20.29 17.71 2.58 82.08 NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 19.71 17.75 1.96 82.05 NM NM NM NM NM NM NM NM NM NM NM NM
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 20.65 17.18 3.47 81.98 18.55 16.10 2.45 83.21 18.78 16.44 2.34 82.89 19.94 16.85 3.09 82.37
DPT-7 99.74 25 15 19.18 17.50 1.68 81.99 NM NM NM NM 18.65 16.21 2.44 83.16 19.51 17.11 2.40 82.27
DPT-8 99.67 25 15 NM NM NM NM 17.21 15.11 2.10 84.25 NM NM NM NM NM NM NM NM
DPT-9 99.84 25 15 20.28 17.31 2.97 82.08 NM NM NM NM 18.11 16.19 1.92 83.36 19.52 16.99 2.53 82.47
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 17.71 17.18 0.53 82.26 16.64 16.44 0.20 83.05 13.61 13.59 0.02 85.93 17.12 16.95 0.17 82.54
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-2 98.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-3 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-6 99.31 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-7 98.79 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-8 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
November 28,2016 February 28, 2017 October 27, 2017June 19, 2017
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 6 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-2 99.90 29 15 16.82 --0.00 83.08 16.60 --0.00 83.30 NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 17.43 16.12 1.31 82.99 17.75 16.91 0.84 82.27 NM NM NM NM 18.43 18.18 0.25 81.09
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA 16.74 --0.00 83.12 16.50 --0.00 83.36 NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 16.18 --0.00 83.96 16.13 --0.00 84.01 16.09 --0.00 84.05 16.05 --0.00 84.09
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 17.71 16.95 0.76 83.03 17.73 17.68 0.05 82.40 NM NM NM NM NM NM NM NM
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 18.91 16.24 2.67 83.04 18.91 16.92 1.99 82.46 19.15 19.10 0.05 80.57 19.19 19.15 0.04 80.52
DPT-7 99.74 25 15 17.21 16.68 0.53 82.98 13.38 13.24 0.14 86.48 18.78 18.65 0.13 81.07 19.03 18.91 0.12 80.81
DPT-8 99.67 25 15 NM NM NM NM 15.21 15.14 0.07 84.52 NM NM NM NM 17.35 15.48 1.87 83.91
DPT-9 99.84 25 15 18.31 16.49 1.82 83.08 18.53 17.05 1.48 82.57 18.86 18.43 0.43 81.35 18.97 18.55 0.42 81.23
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 15.38 --0.00 84.14 15.28 --0.00 84.24 15.81 --0.00 83.71 15.91 --0.00 83.61
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-2 98.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-3 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-6 99.31 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-7 98.79 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-8 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
February 23, 2018 December 10, 2018June 17, 2018 September 7, 2018
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 7 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.90 15.40 1.50 83.74
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 14.79 14.72 0.07 84.58 17.27 16.44 0.83 82.75 17.52 17.27 0.25 82.00 16.05 15.55 0.50 83.69
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 15.99 15.95 0.04 84.18 17.48 17.30 0.18 82.81 17.60 17.54 0.06 82.59 16.52 16.45 0.07 83.68
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 15.52 15.50 0.02 84.59 17.31 17.20 0.11 82.87 17.45 17.39 0.06 82.69 16.35 16.25 0.10 83.83
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 15.03 14.90 0.13 84.76 19.36 16.65 2.71 82.62 19.39 19.27 0.12 80.39 17.00 15.80 1.20 83.70
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 12.15 12.03 0.12 87.62 14.44 14.38 0.06 85.28 14.69 14.64 0.05 85.02 13.30 13.15 0.15 86.50
DPT-9 99.84 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.41 --0.00 83.57
RW-2 98.67 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.20 --0.00 83.47
RW-3 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.95 15.90 0.05 83.50
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.30 15.50 1.80 83.72
RW-6 99.31 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.33 15.55 1.78 83.49
RW-7 98.79 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 16.90 15.45 1.45 83.12
RW-8 99.41 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.80 --0.00 83.61
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.70 --0.00 83.58
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.65 15.63 2.02 83.76
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 15.65 --0.00 --
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
March 20, 2019 July 29, 2019 December 26, 2019September 26, 2019
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 8 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 16.08 16.06 0.02 83.30 17.35 16.59 0.76 82.66 17.11 17.07 0.04 82.28 NM NM NM NM
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 18.25 18.15 0.10 81.98 17.63 17.55 0.08 82.58 17.11 --0.00 83.03 17.38 17.35 0.03 82.79
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 15.85 15.70 0.15 84.37 15.80 15.77 0.03 84.32 16.94 16.90 0.04 83.18 17.10 17.05 0.05 83.03
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 16.80 16.65 0.15 83.01 15.90 15.50 0.40 84.12 16.16 16.10 0.06 83.57 16.36 16.33 0.03 83.35
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 13.05 13.00 0.05 86.66 12.65 12.62 0.03 87.05 14.20 14.13 0.07 85.53 14.02 13.90 0.12 85.75
DPT-9 99.84 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM 15.95 --0.00 83.03 16.37 --0.00 82.61 NM NM NM NM
RW-2 98.67 25 15 15.09 --0.00 83.58 15.30 --0.00 83.37 15.88 --0.00 82.79 NM NM NM NM
RW-3 99.41 25 15 NM NM NM NM 16.07 16.03 0.04 83.37 16.46 16.43 0.03 82.98 NM NM NM NM
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 16.95 16.90 0.05 82.58 15.61 15.57 0.04 83.91 16.04 16.01 0.03 83.48 NM NM NM NM
RW-6 99.31 25 15 NM NM NM NM 15.70 15.67 0.03 83.64 16.18 16.16 0.02 83.15 NM NM NM NM
RW-7 98.79 25 15 15.39 15.35 0.04 83.43 15.61 15.59 0.02 83.20 16.05 16.02 0.03 82.77 NM NM NM NM
RW-8 99.41 25 15 15.72 --0.00 83.69 15.88 --0.00 83.53 16.22 --0.00 83.19 NM NM NM NM
RW-9 99.28 25 15 15.63 --0.00 83.65 15.84 --0.00 83.44 16.27 --0.00 83.01 NM NM NM NM
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 15.57 --0.00 --15.90 --0.00 --16.41 --0.00 --NM NM NM NM
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
February 27, 2020 December 23, 2020May 26, 2020 September 30, 2020
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 9 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 17.33 17.30 0.03 82.06 NM NM NM NM 17.44 17.41 0.03 81.95 NM NM NM NM
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.54 17.50 0.04 81.80
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 17.11 --0.00 83.03 17.75 17.73 0.02 82.41 17.39 17.37 0.02 82.77 17.65 17.62 0.03 82.52
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 16.94 16.90 0.04 83.18 16.33 16.30 0.03 83.79 15.99 15.96 0.03 84.13 17.29 17.25 0.04 82.83
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 16.16 16.10 0.06 83.57 16.05 15.80 0.25 83.84 15.51 15.49 0.02 84.19 17.24 17.04 0.20 82.61
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 14.20 14.13 0.07 85.53 14.27 14.25 0.02 85.42 14.05 14.03 0.02 85.64 14.64 14.60 0.04 85.06
DPT-9 99.84 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.34 17.30 0.04 81.67
RW-2 98.67 25 15 16.09 --0.00 82.58 NM NM NM NM 16.74 --0.00 81.93 16.96 --0.00 81.71
RW-3 99.41 25 15 16.74 16.71 0.03 82.70 NM NM NM NM 17.26 17.24 0.02 82.17 17.52 17.50 0.02 81.91
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 16.43 16.40 0.03 83.09 NM NM NM NM 16.99 16.96 0.03 82.53 17.30 17.27 0.03 82.22
RW-6 99.31 25 15 16.48 16.46 0.02 82.85 NM NM NM NM 17.07 17.05 0.02 82.26 17.35 17.31 0.04 81.99
RW-7 98.79 25 15 16.43 16.41 0.02 82.38 NM NM NM NM NM NM NM NM NM NM NM NM
RW-8 99.41 25 15 16.49 --0.00 82.92 NM NM NM NM 17.03 17.01 0.02 82.40 17.35 17.30 0.05 82.10
RW-9 99.28 25 15 16.51 --0.00 82.77 NM NM NM NM 17.07 --0.00 82.21 17.31 --0.00 81.97
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-11 NA 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
RW-12 NA 25 15 16.65 --0.00 --NM NM NM NM 16.80 --0.00 --17.07 --0.00 --
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
April 22, 2021 June 21, 2021January 29, 2021 September 22, 2021
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 10 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 17.57 16.95 0.62 82.32 17.20 17.15 0.05 82.20 16.59 16.55 0.04 82.80 18.69 17.88 0.81 81.36
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.54 17.50 0.04 81.80
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 18.00 17.98 0.02 82.16 18.27 18.25 0.02 81.89 17.74 17.69 0.05 82.44 18.38 18.37 0.01 81.77
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 17.69 17.67 0.02 82.42 17.97 17.95 0.02 82.14 17.43 17.41 0.02 82.68 18.54 18.50 0.04 81.58
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 17.24 17.04 0.20 82.61 17.65 17.34 0.31 82.29 17.17 16.74 0.43 82.88 17.87 17.45 0.42 82.17
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 15.21 --0.00 84.46 NM NM NM NM NM NM NM NM NM NM NM NM
DPT-9 99.84 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 17.18 17.14 0.04 81.83 NM NM NM NM 17.20 17.18 0.02 81.80 NM NM NM NM
RW-2 98.67 25 15 16.80 --0.00 81.87 17.02 --0.00 81.65 16.78 --0.00 81.89 NM NM NM NM
RW-3 99.41 25 15 17.80 17.55 0.25 81.82 17.75 17.73 0.02 81.68 17.49 17.47 0.02 81.94 NM NM NM NM
RW-4 99.11 25 15 NM NM NM NM NM NM NM NM NM NM NM NM 17.80 17.72 0.08 81.38
RW-5 99.49 25 15 18.62 17.25 1.37 82.03 17.70 17.50 0.20 81.96 17.94 17.19 0.75 82.19 18.95 17.48 1.47 81.79
RW-6 99.31 25 15 18.35 17.00 1.35 82.11 17.64 17.53 0.11 81.76 18.04 17.20 0.84 81.98 19.02 17.40 1.62 81.67
RW-7 98.79 25 15 17.90 16.80 1.10 81.83 17.19 17.05 0.14 81.72 17.20 16.78 0.42 81.95 17.25 17.20 0.05 81.58
RW-8 99.41 25 15 17.37 --0.00 82.04 17.57 --0.00 81.84 NM NM NM NM 17.35 --0.00 82.06
RW-9 99.28 25 15 17.34 17.22 0.12 82.04 17.48 17.45 0.03 81.83 17.20 17.17 0.03 82.11 NM NM NM NM
RW-10 99.69 25 15 19.00 17.40 1.60 82.05 17.91 17.55 0.36 82.09 17.69 17.27 0.42 82.36 NM NM NM NM
RW-11 NA 25 15 17.25 --0.00 --17.43 --0.00 --NM NM NM NM NM NM NM NM
RW-12 NA 25 15 16.80 --0.00 --17.82 --0.00 --NM NM NM NM NM NM NM NM
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
December 17, 2021 April 26, 2022 June 29, 2022 September 26, 2022
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 11 of 12)
Hart & Hickman, PC
Table 2
Water Level and Monitoring Well Data SummaryFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
Well TOC Well Screen TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water Table TOC Water TOC Product Product Water TableMonitoringElevationDepthLengthTable Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Table Depth Depth Thickness Elevation*Well ID (ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
**MW-1 99.36 29 15 NM NM NM NM NM NM NM NM 16.83 16.30 0.53 82.98 NM NM NM NM
MW-2 99.90 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-3 99.31 29 15 17.33 17.31 0.02 82.00 16.59 16.57 0.02 82.74 NM NM NM NM 17.02 17.00 0.02 82.31
MW-4 100.00 29 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
MW-5 99.86 23.6 NA NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DMW-1 99.91 60 5 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-1 100.14 25 15 18.16 18.15 0.01 81.99 17.51 17.00 0.51 83.06 17.57 17.53 0.04 82.60 17.95 17.93 0.02 82.21
DPT-2 100.26 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-3 100.18 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-4 100.09 25 15 18.30 --0.00 81.79 17.52 --0.00 82.57 16.80 16.77 0.03 83.32 17.83 17.81 0.02 82.28
DPT-5 100.19 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-6 99.68 25 15 17.46 17.34 0.12 82.32 17.20 16.65 0.55 82.95 17.40 16.88 0.52 82.72 17.50 17.09 0.41 82.53
DPT-7 99.74 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-8 99.67 25 15 NM NM NM NM NM NM NM NM 14.15 --0.00 85.52 NM NM NM NM
DPT-9 99.84 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-10 99.99 29 20 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-11 99.52 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-12 98.83 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
DPT-13 99.35 25 15 NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM
HA-1 84.64 7 5 (1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)
RW-1 98.98 25 15 NM NM NM NM 16.54 16.52 0.02 82.46 15.93 15.91 0.02 83.07 16.35 16.33 0.02 82.65
RW-2 98.67 25 15 NM NM NM NM 13.01 --0.00 85.66 15.81 --0.00 82.86 16.64 --0.00 82.03
RW-3 99.41 25 15 NM NM NM NM 17.02 17.00 0.02 82.41 16.05 16.03 0.02 83.38 16.45 16.43 0.02 82.98
RW-4 99.11 25 15 NM NM NM NM 16.94 16.90 0.04 82.20 NM NM NM NM NM NM NM NM
RW-5 99.49 25 15 17.27 17.19 0.08 82.29 NM NM NM NM 16.25 16.20 0.05 83.28 NM NM NM NM
RW-6 99.31 25 15 17.32 17.25 0.07 82.05 NM NM NM NM 16.16 15.95 0.21 83.33 NM NM NM NM
RW-7 98.79 25 15 17.52 17.37 0.15 81.40 NM NM NM NM 15.89 15.50 0.39 83.23 NM NM NM NM
RW-8 99.41 25 15 NM NM NM NM 16.69 --0.00 82.72 15.30 --0.00 84.11 15.73 --0.00 83.68
RW-9 99.28 25 15 NM NM NM NM NM NM NM NM 16.10 15.90 0.20 83.35 NM NM NM NM
RW-10 99.69 25 15 NM NM NM NM NM NM NM NM 16.93 16.13 0.80 83.44 NM NM NM NM
RW-11 NA 25 15 NM NM NM NM 16.85 --0.00 --16.00 --0.00 --16.68 --0.00 --
RW-12 NA 25 15 NM NM NM NM 17.10 --0.00 --16.25 --0.00 --16.24 --0.00 --
Notes:Elevations are approximate and are referenced to an arbitrary datum of 100.00 at MW-1 TOC. MW-1 and RW-4 TOCs re-surveyed on March 26, 2013 due to elevation changes during system installation.DMW-1 is a Type III well with 50 ft of surface casingTOC = Top of Casing; NA = Not Available; NM = Not Measured
* = Water table elevation is corrected for product assuming it is diesel with a specific gravity of 0.85
All product thicknesses are apparent thicknesses-- = No product detected(1) HA-1 destroyed during site cleanup activities on adjacent property
** = MW-1 was converted to a free product recovery well in September 2012
December 19, 2022 March 23, 2023 June 19, 2023 September 25, 2023
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Data Tables.xlsx
Table 2 (Page 12 of 12)
Hart & Hickman, PC
Table 3 Evaluation of Change in Contaminant Mass
Former Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job # TCT-035
Active Y 1 Active Y 2 Active Y 3 Active Y 4 Active Y 5 Active Y 6 Active Y 7 Active Y 8 Active Y 9 Active Y 10 Active Y 11 Active Y 12
Projected Mass Reduction (%):0%10.00%20.00%30.00%40.00%50.00%60.00%70.00%75.00%80.00%85.00%90.00%98.00%99.33%
Soil Source Zone Mass (Projected):NA1 NA NA NA NA NA NA NA NA NA NA NA NA NA
Smear Source Zone Mass (Projected):NA1 NA NA NA NA NA NA NA NA NA NA NA NA NA
Groundwater Zone Mass in Gallons
of Diesel (Projected):7,834 7,051 6,267 5,484 4,700 3,917 3,134 2,350 1,959 1,567 1,175 783 157 52
Total Mass: Baseline/Milestone (Proj)7,834 7,051 6,267 5,484 4,700 3,917 3,134 2,350 1,959 1,567 1,175 783 157 52
Initial Baseline (9/17/2012)6/14/2013 6/12/2014 5/27/2015 6/6/2016 6/19/2017 6/17/2018 9/26/2019 9/30/2020 9/22/2021 9/26/2022 9/25/2023
Measured Mass (Gallons)3 -
Soil Source Zone:NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Smear Source Zone:7,834 3,913 7,834 4,698 7,050 5,220 3,391 836 314 441 574 496
Groundwater Zone:NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Removed Mass4 -
Excavated from Soil/Smear:NA NA NA NA NA NA NA NA NA NA NA NA NA NA
Extracted as Vapor/Gas (Gallons):NA NA NA NA NA NA NA NA NA NA NA NA
Extracted as Liquid (Gallons):0 276 95 39 52 13 51 26 12 17 12 92
Total Mass Removed (est.
Gallons.):0 276 95 39 52 13 51 26 12 17 12 92
Revised Total Mass (est. Gallons)5:7,834 3,913 7,834 4,698 7,050 5,220 3,391 836 314 441 574 496
Estimated Total Reduction from Initial Estimate 0%50%0%40%10%33%57%89%96%94%93%94%
Estimated Reduction Rate6:0%50%-100%40%-50%26%35%75%62%-40%-30%14%
Reference Milestone (label from above)
Initial Baseline Prior to
System Startup(9/17/2012)Active Y 1 Active Y 2 Active Y 3 Active Y 4 Active Y 5 Active Y 6 Active Y 7 Active Y 8 Active Y 9 Active Y 10 Active Y 11 Active Y 12 End / Closure2
Reference Milestone (value from above)7,834 7,051 6,267 5,484 4,700 3,917 3,134 2,350 1,959 1,567 1,175 783 157 52
Reduction Progress vs Milestone7:0%45%-25%14%-50%-33%-8%64%84%72%51%37%
1. Remediation of soil and groundwater not required for seeking risk based closure as no soil or groundwater levels remain above MSCCs or GCLs. Approved CAP for removal of free phase product only.
2. End/Closure estimates based on average apparent thickness of 1/8 inch (0.01') across original product plume area.
5. Revised total mass based on gauging calculations.
6. Reduction rate equals the % reduction from the prior mass (current Total Mass ÷ prior Total Mass).
7. Reduction progress vs milestone equals the current mass reduction % progress (1 - (Revised Total Mass ÷ Applicable Milestone)). Zero or positive values indicate that the associated milestone has been reached.
Assumptions:
Porosity (n) = 0.1 for clayey silts encountered near the smear zone.
Area of Free Product Plume (v) = 9,148 ft2 to 17,479 ft2 based on plume maps generated from product gauging measurements.
1 Gallon of Diesel = 0.1339 ft3
Initial Mass Estimate / Projected Milestones (Calculated
starting on system startup date)
Initial Baseline Prior to
System Startup (9/17/12)
Milestones1
End / Closure2
Measured / Calculated Change
in Contaminant Mass (from
gauging)
Milestone Sampling / Measurement Event Dates1
Average Formation Thickness (d) = Average apparent (measured) thickness divided by 5.3 (using the Method of de Pastrovich to estimate formation free product thickness (Hf) from the apparent thickness (Ho) using the density between water (ρW) and diesel (ρd) as follows: Hf=Ho (ρW-ρd)/(ρd)).
3. Mass (measured in gallons of diesel) calculated by multiplying free product gauging results by the representative volume using:((Area of Free Product Plume (v) x Average Formation Thickness (d) x Porosity of Aquifer (n)) / ft3 of 1 gallon diesel). (see below for assumptions).
4. Liquid mass calculated from gauged liquid levels in product recovery tank compared to tank gauging chart.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Tennessee Carolina Transport TCT/TCT CAPR 2023/Table 3 Evaluation of Change in Contaminant Mass.xlsx
Table 3 (Page1of1)
Hart & Hickman, PC
TITLE
PROJECT
SITE LOCATION MAP
200 ATANDO AVENUE
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
11-30-23 0
1TCT-035
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NC 1967 PHOTOREVISED 1988
DERITA, NC 1993
SITE
JOB NO. TCT-035
REVISION NO. 0DATE: 11-30-23
FIGURE NO. 2
LEGEND
SUBJECT PROPERTY BOUNDARY
PROPERTY BOUNDARY
TRIBUTARY
2-INCH MONITORING WELL
DEEP MONITORING WELL
4-INCH RECOVERY WELL
1-INCH MONITORING WELL
DESTROYED 1-INCH MONITORING WELL
FORMER DIESEL UST
SITE PLAN
200 ATANDO AVENUE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT CAPR 2021\Figures\TCT_20211019.dwg, 10/19/2021 8:50:37 AM, shaynes
82.3582.45
82.25
82.35
82.45
82.25
JOB NO. TCT-035
REVISION NO. 0DATE: 11-30-23
FIGURE NO. 3
LEGEND
SUBJECT PROPERTY BOUNDARY
PROPERTY BOUNDARY
TRIBUTARY
2-INCH MONITORING WELL
DEEP MONITORING WELL
4-INCH RECOVERY WELL
1-INCH MONITORING WELL
DESTROYED 1-INCH MONITORING WELL
FORMER DIESEL UST
GROUNDWATER ELEVATION
SEPTEMBER 25, 2023
(BASED OFF ARBITRARY DATUM)
GROUNDWATER CONTOUR
APPARENT DIRECTION OF
GROUNDWATER FLOW
GROUNDWATER CONTOUR MAP
200 ATANDO AVENUE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
82.25
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT CAPR 2023\Figures\TCT_20231130.dwg, FIG 3, 11/30/2023 11:30:33 AM, draburn
JOB NO. TCT-035
REVISION NO. 0DATE: 11-30-23
FIGURE NO. 4
LEGEND
2-INCH MONITORING WELL
DEEP MONITORING WELL
4-INCH RECOVERY WELL
1-INCH MONITORING WELL
DESTROYED 1-INCH MONITORING WELL
FORMER DIESEL UST
APPARENT PRODUCT THICKNESS
SEPTEMBER 25, 2023 (FT)
ESTIMATED EXTENT OF FREE PRODUCT
BASED ON OCTOBER 2023 PRODUCT
THICKNESS MEASUREMENT
FREE PRODUCT EXTENT MAP
(SEPTEMBER 2023)
200 ATANDO AVENUE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT CAPR 2023\Figures\TCT_20231130.dwg, FIG 4, 11/30/2023 11:45:07 AM, draburn

Appendix A
CSA Table and Figures

Project PhasePre-UST ClosureSample ID GP-15 TP-1-18 TP-2-12 SW-S-1-12 TP-3-15 T1D-W-13 T2D-E-13 T3D-W-13 T3D-E-13 T4D-W-13 T4D-E-13 MW-1 MW-1* Industrial/Date Collected 2/1/1999 3/5/1999 3/5/1999 3/5/1999 3/5/1999 3/6/1999 3/6/1999 3/5/1999 3/6/1999 3/6/1999 3/6/1999 6/22/1999 6/22/1999 Commercial Residential Soil to GWDepth (feet) 12-15 18 12 12 15 13 13 13 13 13 13 13-15 19-21 MSCC MSCC MSCCUnits (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg)VPH/EPHVPH C5-C8 Aliphatics NA NA NA NA NA NA NA NA NA NA NA <50.014424,528 939 72VPH C9-C12 Aliphatics NA NA NA NA NA NA NA NA NA NA NA 360 1,150 NS NS NSEPH C9-C18 Aliphatics NA NA NA NA NA NA NA NA NA NA NA 1,410 7,690 NS NS NSTotal C9-C18 Aliphatics NA NA NA NA NA NA NA NA NA NA NA 1,7708,840245,280 9,386 3,255EPH C19-C36 Aliphatics NA NA NA NA NA NA NA NA NA NA NA 302 1,590 >100% 93,860 ImmobileEPH C11-C22 Aromatics NA NA NA NA NA NA NA NA NA NA NA 962 1,430 NS NS NSVPH C9-C10 Aromatics NA NA NA NA NA NA NA NA NA NA NA 459 1,100 NS NS NSTotal C9-C22 Aromatics NA NA NA NA NA NA NA NA NA NA NA1,421 2,53012,264 469 34VOCs (8260B)Ethylbenzene NA NA NA NA NA NA NA NA NA NA NA0.6312 1.63240,000 1,560 0.24Naphthalene NA NA NA NA NA NA NA NA NA NA NA7.000 11.441,635 63 0.58Xylenes NA NA NA NA NA NA NA NA NA NA NA 0.4062 1.299 200,000 32,000 5PAHs (8270)Naphthalene NA NA NA NA NA NA NA NA NA NA NA <0.1659.861,635 63 0.58Fluorene NA NA NA NA NA NA NA NA NA NA NA 0.742 <3.30 16,400 620 44Pyrene NA NA NA NA NA NA NA NA NA NA NA 0.206 <3.30 12,264 469 286Phenanthrene NA NA NA NA NA NA NA NA NA NA NA 2.02 <3.30 12,264 469 60North CarolinaUST ActionLevelTPH-GRO (5030/8015M)345 2,460<6.9462.5 157 2,550 2,070 393 386 604 66NA NA 10TPH-DRO(3550/8015M)11,000 12,100<13.91,750 900 9,380 24,600 2,400 4,170 3,010 1,570NA NA 10Notes:EPA method number follows parameter in parenthesis; Bold indicates concentration exceeds one or more standardsOnly compounds detected in at least one sample shownSamples collected by Shield Environmental Associates, Inc.VPH = Volatile Petroleum Hydrocarbons; EPH = Extractable Petroleum HydrocarbonsVOCs = Volatile Organic Compounds; PAHs = Polynuclear Aromatic HydrocarbonsTPH = Total Petroleum Hydrocarbons; GRO = Gasoline-Range Organics; DRO = Diesel-Range OrganicsNA = Not Analyzed; MSCC = Maximum Soil Contaminant Concentration; GW = Ground Water*MW-1 (19-21 ft) collected within the free product layerCharlotte, North CarolinaFormer Tennessee Carolina Transport FacilityPrevious Soil Analytical DetectionsTable 4Phase I LSANorth Carolina Target LevelsH&H Job No. TCT-01UST Closure and Excavation ConfirmationFile:CSA Tables, Previous Soil DataDate:9/19/02
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\FIG-04..dwg, Model, 1/4/2018 12:04:56 PM, slibbey
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\CROSS-SECTION A.dwg, Model, 1/4/2018 11:59:39 AM, slibbey
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\CROSS-SECTION B.dwg, Model, 1/4/2018 11:58:39 AM, slibbey
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\FIG-08.dwg, Model, 1/4/2018 12:12:04 PM, slibbey
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\FIG-10.dwg, Model, 1/4/2018 12:10:42 PM, slibbey
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\FIG-11.dwg, Model, 1/4/2018 12:10:06 PM, slibbey
S:\AAA Master Archives\Tennessee Carolina Transport\Tct-001\Figures\FIG-13.1.dwg, Model, 1/4/2018 12:09:20 PM, slibbey

Appendix B
Remediation System Layout and Detail Figures

Appendix C
Boring Logs and Well Construction Records
0
2.5
92
57.1
Gravel
Dry, stiff, orange/brown/red, clayey SILT
Moist, stiff, greenish brown, fine sandy silty CLAY
Very moist, medium stiff, greenish brown, silty CLAY w/ trace finesand, petroleum-like odor
Very moist, medium stiff, orangish brown, clayey SILT w/ trace fine
sand, petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0
0
0
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/8/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Gus Pech / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/8/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-1
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:26 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
0
0.2
531.1
240.9
Gravel
Slightly moist, very stiff, red and orange, fine sandy clayey SILT,
asphalt and concrete debris at 5' bgs
Moist, stiff, brown, fine sandy silty CLAY, petroleum-like odor at 15'
bgs
Very moist - wet, stiff, greenish brown, fine sandy CLAY,petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0
0
0.6
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/8/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Gus Pech / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/5/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-2
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
0
3.7
321
316
Gravel
Dry, very stiff, brown, fine sandy silty CLAY
Moist, stiff, brown, fine sandy silty CLAY
Very moist, medium stiff, greenish brown, fine sandy silty CLAY,petroleum-like odor
Very moist - saturated, medium stiff, clayey SILT w/ trace fine sand,
petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0.4
0.5
0.5
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/8/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Gus Pech / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/8/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-3
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
1.3
0.5
351
278
Dry, dense, brown, fine-coarse sandy GRAVEL
Slightly moist, very stiff, orange and red, clayey SILT
Moist, stiff, dark brown, fine-medium sandy clayey SILT
Very moist, medium stiff, brown, silty CLAY w/ trace fine sand
Bottom of borehole at 25.0 feet.
0
0
0
0
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/4/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Mobile B57 / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/4/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-4
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
1.8
3.1
5
402
Gravel
Dry, very stiff, reddish brown, silty CLAY
Moist, stiff, reddish brown, clayey SILT w/ trace fine sand
Very moist, medium stiff, greenish brown, fine sandy silty CLAY,petroleum-like odor
Very moist - saturated, medium stiff, orangish brown, clayey SILT w/
trace fine sand, petroleum-like odor
Bottom of borehole at 25.0 feet.
0.5
0.5
0.5
0.5
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/8/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Mobile B57 / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/8/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-5
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
1.3
2.2
189.8
445
Gravel
Very moist, stiff, orange, silty CLAY
Very moist, medium stiff, brown, silty CLAY w/ trace fine sand
Very moist, medium stiff, orange, silty CLAY w/ trace fine sand,petroleum-like odor
Wet, medium stiff, greenish brown, fine sandy clayey SILT,
petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0
0
0
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/9/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Gus Pech / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/9/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-6
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
0
3.2
36.1
190.8
Gravel
Moist, very stiff, dark brown, silty CLAY
Moist, stiff, light brown, silty CLAY w/ trace fine sand, petroleum-like
odor
Very moist, stiff, brownish green, clayey fine sandy SILT,petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0.1
1.8
0.1
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/4/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Mobile B57 / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/4/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-7
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
0
3.2
36.1
190.8
Gravel
Moist, medium stiff, brown/orange/gray, fine sandy silty CLAY
Very moist, stiff, dark brown, CLAY w/ trace fine sand,
petroleum-like odor
Very moist, stiff, gray and dark brown, fine sandy silty CLAY,petroleum-like odor
Very moist - wet, stiff, greenish brown, fine sandy clayey SILT,petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0.1
1.8
0.1
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/4/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Mobile B57 / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/4/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-8
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
0
1.9
0.1
46.5
Gravel
Slighty moist, stiff, brown, fine sandy clayey SILT
Slightly moist, very stiff, red and orange, clayey SILT
Slightly moist, very stiff, brown, clayey SILT
Moist, very stiff, dark brown, silty CLAY
Very moist, very stiff, brown - greenish brown, silty CLAY,petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0
0
0
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/4/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Mobile B57 / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/4/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-9
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
164
281.8
478
603.3
Gravel
Slightly moist, stiff, dark brown and gray, fine sandy clayey SILT
Moist, medium stiff, brown, fine sandy silty CLAY, petroleum-like
odor
Very moist, stiff, brown, fine sandy clayey SILT, petroleum-like odor
Very moist - wet, very stiff, greenish brown, fine sandy clayey SILT,petroleum-like odor
Bottom of borehole at 25.0 feet.
0
0
0
0.1
Grout
4-inch
DiameterPVC Casing
BentoniteSeal
Filter Sand
0.02-SlotPVC Screen
DRAWN BY:RJC
BORING COMPLETED:8/9/11
DRILLING CONTRACTOR:SAEDACCO Remarks:
DRILL RIG/ METHOD:Gus Pech / Hollow Stem Auger
SAMPLING METHOD:No Samples Collected Soil characterized using auger cuttings.
BORING STARTED:8/9/11
LOGGED BY:RJC
TOTAL DEPTH: 25 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:DEPTH(ft)DEPTH(ft)LITHOLOGYRECOVERY (%)SAMP.MATERIAL DESCRIPTIONOVA (ppm)BKG.SAMPLE TYPENUMBERBORING DIAGRAM
Sheet 1 of 1
BORING NUMBER RW-10
PROJECT:Former Tennessee Carolina Transport Facility
JOB NUMBER:TCT-008
LOCATION:Charlotte, NC
BORING LOG - HART HICKMAN.GDT - 1/23/12 12:27 - S:\AAA-MASTER GINT PROJECTS\TCT-008 TENNESSEE CAROLINA TRANSPORT.GPJ2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
20
25
0
5
10
15
20
25
2675
Robert Miller
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-1
X
8-8-11 1:00
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-12-11
Robert Miller
2675
Robert Miller
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-2
X
8-8-11 2:30
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-12-11
Robert Miller
2675
Robert Miller
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-3
X
8-8-11 4:00
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-12-11
Robert Miller
2675
Robert Miller
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-5
X
8-8-11 4:00
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-12-11
Robert Miller
2675
Robert Miller
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-6
X
8-9-11 9:30
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-12-11
Robert Miller
2675
Robert Miller
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-10
X
8-9-11 11:30
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-12-11
Robert Miller
3476
Randy hoffman
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-4
X
8-4-11 11:30
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-4-11
randy hoffman
3476
Randy hoffman
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-7
X
8-4-11 8;30
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-4-11
randy hoffman
3476
Randy hoffman
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-8
X
8-4-11 1:00
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-4-11
randy hoffman
3476
Randy hoffman
SAEDACCO Inc
9088 Northfield Dr.
Ft. Mill S.C.29707
[phone]
RW-9
X
8-5-11 9:00am
Charlotte Mecklenburg
200 Atando Avenue
X
35.25331
80.81123
X
Former Tennessee Carolina Transport
200 Atando Avenue
Charlotte N.C.28206
Hart&Hickman (Bo Cappleman)
2923 South Tryon St.
Charlotte N.C.28203
704 586-0007
25'
X
0
0 10'4"sch40 pvc
3'6'portland pour
10'25'4".010 pvc
9'25'20/30 #2 SILICA
0 25'tan silt to brown silt
Three feet of bentonite seal from six feet to nine
8-4-11
randy hoffman

Appendix D
Product Thickness Graphs
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
10/6/2003 7/2/2006 3/28/2009 12/23/2011 9/18/2014 6/14/2017 3/10/2020 12/5/2022Product Thickness (ft)Gauging Date
MW-3 Product Thickness
Former TCT Facility
MW-3 Remediation Starts
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
10/6/2003 7/2/2006 3/28/2009 12/23/2011 9/18/2014 6/14/2017 3/10/2020 12/5/2022Product Thickness (ft)Gauging Date
DPT-1 Product Thickness
Former TCT Facility
DPT-1 Remediation Starts
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
1/14/2004 5/28/2005 10/10/2006 2/22/2008 7/6/2009 11/18/2010 4/1/2012 8/14/2013 12/27/2014 5/10/2016 9/22/2017Product Thickness (ft)Gauging Date
DPT-3 Product Thickness
Former TCT Facility
DPT-3 Remediation Starts
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
10/6/2003 7/2/2006 3/28/2009 12/23/2011 9/18/2014 6/14/2017 3/10/2020 12/5/2022Product Thickness (ft)Gauging Date
DPT-4 Product Thickness
Former TCT Facility
DPT-4 Remediation Starts
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
10/6/2003 7/2/2006 3/28/2009 12/23/2011 9/18/2014 6/14/2017 3/10/2020 12/5/2022Product Thickness (ft)Gauging Date
DPT-6 Product Thickness
Former TCT Facility
DPT-6 Remediation Starts
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
6/28/2003 3/24/2006 12/18/2008 9/14/2011 6/10/2014 3/6/2017 12/1/2019Product Thickness (ft)Gauging Date
DPT-7 Product Thickness
Former TCT Facility
DPT-7 Remediation Starts
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
10/6/2003 7/2/2006 3/28/2009 12/23/2011 9/18/2014 6/14/2017 3/10/2020 12/5/2022Product Thickness (ft)Gauging Date
DPT-8 Product Thickness
Former TCT Facility
DPT-8 Remediation Starts
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
10/6/2003 7/2/2006 3/28/2009 12/23/2011 9/18/2014 6/14/2017 3/10/2020Product Thickness (ft)Gauging Date
DPT-9 Product Thickness
Former TCT Facility
DPT-9 Remediation Starts
0.00
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
0.09
0.10
1/14/2004 5/28/2005 10/10/2006 2/22/2008 7/6/2009 11/18/2010 4/1/2012 8/14/2013 12/27/2014 5/10/2016 9/22/2017Product Thickness (ft)Gauging Date
DPT-10 Product Thickness
Former TCT Facility
DPT-10 Remediation Starts
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
6/28/2003 3/24/2006 12/18/2008 9/14/2011 6/10/2014 3/6/2017 12/1/2019Product Thickness (ft)Gauging Date
DPT-11 Product Thickness
Former TCT Facility
DPT-11 Remediation Starts

Appendix E
Evaluation of Change in Free Product Calculations
FP Initial
Porosity or
Date ft lbs/gal lbs/gal ft ft2 ft ft3 gal
9/12 1.5 8.35 6.94 0.30 17,476 0.30 0.2 1,049 7,834
FP Closure
0.01 8.35 6.94 0.002 17,476 0.002 0.2 7 52
Date
6/13
Porosity orftlbs/gal lbs/gal ft ft2 ft ft3 gal
0.74 8.35 6.94 0.15 17,476 0.15 0.2 524 3,913
6/14
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
1.46 8.35 6.94 0.30 17,476 0.30 0.2 1,049 7,834
5/15
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.87 8.35 6.94 0.18 17,476 0.18 0.2 629 4,698
6/16
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
1.33 8.35 6.94 0.27 17,476 0.27 0.2 944 7,050
6/17
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.97 8.35 6.94 0.20 17,476 0.20 0.2 699 5,220
Avg App
Thickness density of H2O
Avg App
Thickness density of H2O
Evaluation of Change in Free Product CalculationsFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035
density of H2O
Avg App
Thickness
FP Milestone
Measurements
Density of diesel Est. Thickness Area of plume Est. Thickness
Density of diesel Est. Thickness Area of plume
Density of diesel Est. Thickness
Est. Thickness
Est. Thickness
Area of plume Est. Thickness
Est. Thickness
Area of plume
Avg App
Thickness density of H2O Density of diesel Est. Thickness Area of plume
Avg App
Thickness density of H2O Density of diesel Est. Thickness
Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness Area of plume
Evaluation of Change in Free Product CalculationsFormer Tennessee Carolina Transport Facility
Charlotte, North Carolina
H&H Job No. TCT-035

6/18
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.65 8.35 6.94 0.13 17,476 0.13 0.2 454 3,391
9/19
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.16 8.35 6.94 0.032 17,476 0.032 0.2 112 836
9/20
Porosity orftlbs/gal lbs/gal ft ft2 ft ft3 gal
0.06 8.35 6.94 0.012 17,476 0.012 0.2 42 314
9/21
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.08 8.35 6.94 0.016 17,476 0.016 0.2 59 441
9/22
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.11 8.35 6.94 0.022 17,476 0.022 0.2 77 574
9/23
Porosity or
ft lbs/gal lbs/gal ft ft2 ft ft3 gal
0.10 8.35 6.94 0.019 17,476 0.019 0.2 66 496
Area of plume Est. Thickness
Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness Area of plume
Area of plume Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness Area of plume Est. Thickness
Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness Area of plume
Est. Thickness
Avg App
Thickness density of H2O Density of diesel Est. Thickness Area of plume

Appendix F
Historical Free Product Figures

2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT ARM 2017\Figures\FP 2012.dwg, Model, 1/4/2018 9:11:59 AM, slibbey
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT ARM 2017\Figures\FIG-04.dwg, Model, 1/4/2018 9:25:31 AM, slibbey
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT CAPR 2019\Figures\FIG-04.dwg, Model, 12/11/2019 3:20:38 PM,
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
JOB NO. TCT-035
REVISION NO. 0DATE: 10-19-21
FIGURE NO. 4
LEGEND
2-INCH MONITORING WELL
DEEP MONITORING WELL
4-INCH RECOVERY WELL
1-INCH MONITORING WELL
DESTROYED 1-INCH MONITORING WELL
FORMER DIESEL UST
APPARENT PRODUCT THICKNESS
SEPTEMBER 22, 2021 (FT)
NO PRODUCT DETECTED
ESTIMATED EXTENT OF FREE PRODUCT
FREE PRODUCT EXTENT MAP
(SEPTEMBER 2021)
200 ATANDO AVENUE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT CAPR 2021\Figures\TCT_20211019.dwg, 10/19/2021 8:21:52 AM, shaynes
JOB NO. TCT-035
REVISION NO. 0DATE: 11-22-22
FIGURE NO. 4
LEGEND
2-INCH MONITORING WELL
DEEP MONITORING WELL
4-INCH RECOVERY WELL
1-INCH MONITORING WELL
DESTROYED 1-INCH MONITORING WELL
FORMER DIESEL UST
APPARENT PRODUCT THICKNESS
SEPTEMBER 26, 2022 (FT)
ESTIMATED EXTENT OF FREE PRODUCT
FREE PRODUCT EXTENT MAP
(SEPTEMBER 2022)
200 ATANDO AVENUE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Tennessee Carolina Transport TCT\TCT CAPR 2022\Figures\TCT_20221122.dwg, FIG 4, 11/22/2022 10:51:04 AM, gsylvia