NC0090140_Fact Sheet_20230525

DEQ / DWR / NPDES
FACT SHEET — NEW NPDES PERMIT
NPDES Permit NCO090140
Joe R. Corporon, P. G., Compliance & Expedited Permitting Unit 25May2023
Table 1 - Facility Informatio
Applicant /
South End Charlotte Owner, LLC
Facility Name
Fulbright Laboratories Brownfields Property
Operations:
Infrastructure excavation dewatering for habitable building
Applicant Address:
3990 Hillsboro Pike, Ste 400, Nashville TN 37215
Michael McNally, Senior VP, Southern Land [phone],
[[e-mail]]
3990 Hillsboro Pike, Suite 400, Nashville, TN 37215
Site Contacts/
Bo Cappleman, PC, Project Manager, Heart / Hickman
Consultants:
[rcapplemankharthickrnan.com]
2923 South Tryon Street, Charlotte 28203
Scott Drury. PE, [Senor] Project Manager, Heart / Hickman
Facility Addresses:
1919, 1923, and 1933 South Boulevard, Charlotte 28203
Permitted Flow
0.075 MGD
(MGD)
Waste Character:
100% industrial, privately owned, <1.0 MGD
Facility Class:
PCNC Physical / Chemical
County:
Mecklenburg
Permit Status:
NEW
Regional Office:
MRO
Stream Characteristics
Receiving Stream:
UT to Dairy Branch
Stream
Classification:
C
Stream Segment:
11-137-8-1
Drainage basin:
Catawba
Summer 7Q10 (cfs):
0.0
Subbasin [HUC]:
03-08-34 [030501030102]
Winter 7Q10 (cfs):
0.0
Use Supported:
Overall IR cat. 3c
30Q2 (cfs):
0.0
303(d) Listed:
No
Average Flow (cfs):
0.0
State Grid:
G15NE
100%
IWC (%):
(Storm -drain - zero -flow
USGS Quad:
Charlotte E, NC
conditions, —1.5 miles to
creek)
Draft Peer Reviewer:
Project Summary / Property Development
South End Charlotte Owner, LLC (herein South End or the Permittee) plans to redevelop facility properties
(Brownfields Project Number 25073-21-060) by constructing a retail and residential building on land
currently occupying addresses 1919, 1923, and 1933 South Blvd, Charlotte. This NPDES Permit application
proposes a direct discharge to surface waters of the state as treated groundwater generated during site
redevelopment. The Applicant will install up to four (4) groundwater extraction wells to prevent infiltration
into proposed excavations advanced below the groundwater table. Said excavations are intended to install
potential footings, elevator shafts, and a subgrade generator room. Said facilities will be aggressively sealed
to prevent groundwater infiltration, and therefore will not require long-term dewatering facilities.
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NC0090140
Page 1

Engineering Alternatives Analysis (EAA): Considering the local urban environment,
South End has evaluated discharge alternatives as:
• connection to a municipal publicly owned treatment works (POTW) sewer system;
• subsurface disposal (nitrification field, infiltration gallery, injection wells, etc.); and,
• Spray irrigation
These discharge alternatives are judged either not allowable or not feasible, and therefore a
present -value cost analysis was not conducted. The Applicant therefore concludes that a surface
water discharge is the only viable discharge option (see Application, pages 10 and 11).
Proposed Treatment System
Groundwater generated by up to four (4) extraction wells will be treated at the surface using physical
filtration/adsorption processes. The groundwater will be pumped to an equalization tank, then through a bag
filter, thence via an organoclay (zeolite) filtration unit, and finally through granular activated carbon
filtration units prior to direct discharge. Treated effluent will be discharged to a storm sewer catch basin
located on facility property. The storm water sewer line discharges into Dairy Branch (stream) located
approximately 1,400 ft southeast (see map, Figure 3). Discharge into the storm sewer has been approved by
Charlotte -Mecklenburg Storm Water Services.
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Proposed Treatment System: Sample port located upstream of final filter will allow monitoring
and recording of filter -system breakthrough prior to discharge to the environment (See Supplement
to Permit Cover Sheet). Treatment logs and internal sampling shall be kept available for DWR
inspection. As advised by the Applicant, they have no need for long-term monitoring, there this
permit will expire in less than two (2) years on June 30, 2025.
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NC0090140
Page 2

Proposed system components include:
• one (1) each equalization tank (proposed 6,000-gallon to 21,000-gallon)
• one (1) each bag filter (Rain For Rent BF100 or equivalent); max flow
100 gpm / 10 micron
• one (1) filter for heavy metals [HS-200 liquid phase organoclay (i.e., zeolite)]
• one (1) each filter for VOCs [granular activated carbon (GAC)]; 1,900 lbs
• one (1) each filter for VOCs [granular activated carbon (GAC)]; 1,000 lbs
• one (1) each effluent totalizing flow meter.
• appurtenant piping to the outfall
Spent GAC will be disposed offsite. Logs of internal samples analyzed to document
contaminate breakthrough shall be maintained onsite for DWR inspection.
Receiving Stream and Outfall 001: The first -encountered receiving Waters of the State [See
site location map], is a UT to Dairy Branch [segment 11-137-8-1 ]. Outfall 001 discharges to a
city storm sewer under zero flow receiving -stream conditions [7Q10/30Q2 = 0.0 cfs]. Effluent
limitations therefore assume an instream waste concentration (IWC) of 100%, i.e., this effluent
receives no credit for dilution, consistent with storm -sewer discharges statewide.
Permitting Strategies - Rationale for Limits: Considering the Permittee's application for
discharge, DWR has established a list of Contaminants of Concern (COCs) for initial sampling.
DWR/EPA requires effluent analyses for metals, VOCs, and Semi-VOCs based on data submitted
[see permit Section (A. (1.), Footnote 4, and Permit Condition A. (3.)].
Contaminates detected and believed present require monitoring [see A. (1.) Table 2]. Those with
established Surface Water Quality Standards, either NC or EPA, have been assigned permit limits
equal to those Standards, whichever may be more stringent. Lastly, we include two broader-
scoped, but less frequent tests, as EPA 624.1 and 625.1, anticipating the potential need to report
so -far undetected COCs [see Section A. (1.)]. For ease of reporting, DWR provides a COC list as
permit Section A. (4.).
WET Testing: Whole Effluent Toxicity (WET) testing is included as Acute, Monthly, Monitoring
and Report only [TAA6C]. WET testing is required for the duration of the permit.
Public Notice - New Discharge: The following newspaper blurb will be submitted for
Public Notice:
"South End Charlotte Owner, LLC applied for an NPDES Permit [NC0090140] for the Fulbright
Laboratories Brownfields Property located at addresses 1919, 1923, and 1933 South Boulevard,
Charlotte 28203 to discharge treated dewatering wastewater to a UT to Dairy Branch, Catawba
River Basin. Water -quality limited parameters include cis-1,2-Dichloroethene (1-2DCE),
Tetrachloroethene (PCE), Trichloroethene (TCE), Vinyl Chloride (VC), Total Chromium, and
Total lead. This discharge may affect future wasteload allocations to the receiving stream. The
Division will review comments on this draft permit if received with 30 days of this Public Notice."
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NCO090140
Page 3

PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Public Notice (estimated): June 14, 2023
Issuance (estimated): July 17, 2023
Effective Date (estimated): September 1, 2023
NPDES DIVISION CONTACT
If you have questions regarding any of the above or the attached permit, please contact Joe R.
Corporon, P.G., email preferred [[e-mail]].
25May2023
ig
NPDES Implementation of Instream Dissolved Metals Standards — Freshwater
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by the NC
Environmental Management Commission (EMC) on November 13, 2014. The US EPA subsequently
approved the WQS revisions on April 6, 2016, with some exceptions. Therefore, metal limits in draft
permits out to public notice after April 6, 2016 must be calculated to protect the new standards - as
approved.
Table 1 Notes:
1. FW= Freshwater, SW= Saltwater
2. - = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life standards
for Mercury and selenium are still expressed as Total Recoverable Metals due to bioaccumulative
concerns (as are all human health standards for all metals). It is still necessary to evaluate total
recoverable aquatic life and human health standards listed in 15A NCAC 213.0200 (e.g., arsenic at
10 µg/l for human health protection; cyanide at 5 µg/L and fluoride at 1.8 mg/L for aquatic life
protection).
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NCO090140
Page 4

Table 2. Dissolved Freshwater Standards for Hardness -Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A NCAC
02B .0211 Subparagraph (11)(d)
Metal
NC Dissolved Standard, 1
Cadmium, Acute
WER*{1.136672-[In hardness] (0.041838)}
3.1485{
e^10.9151 [ln hardness]-
Cadmium, Acute Trout
waters
WER*{1.136672-[In hardness] (0.041838){
3.62361
e^{0.9151[ln hardness] -
Cadmium, Chronic
WER*{1.101672-[In hardness] (0.041838){
4.4451 }
e^{0.7998[ln hardness]-
Chromium III, Acute
WER*0.316 e^{0.8190[ln hardness]+3.7256}
Chromium 111, Chronic
WER*0.860 e^{0.8190[ln hardness]+0.6848{
Copper, Acute
WER*0.960 e^{0.9422[ln hardness] -1.700{
Copper, Chronic
WER*0.960 e^{0.8545[ln hardness]-1.702{
Lead, Acute
WER* { 1.46203-[ln hardness] (0.145712)}
1.460}
e^{ 1.273[ln hardness]-
Lead, Chronic
WER*{1.46203-[ln hardness] (0.145712)}
4.705 }
e^{1.273[ln hardness]-
Nickel, Acute
WER*0.998 e^{0.8460[ln hardness]+2.255{
Nickel, Chronic
WER*0.997 e^{0.8460[ln hardness]+0.0584{
Silver, Acute
WER*0.85 • e^{1.72[ln hardness]-6.59}
Silver, Chronic
Not applicable
Zinc, Acute
WER*0.978 e^{0.8473[ln hardness]+0.884{
Zinc, Chronic
WER*0.986 e^{0.8473[ln hardness]+0.884}
General Information on the Reasonable Potential Analysis WPM
The RPA process itself did not change as the result of the new metals standards. However, application of
the dissolved and hardness -dependent standards requires additional consideration in order to establish the
numeric standard for each metal of concern of each individual discharge.
The hardness -based standards require some knowledge of the effluent and instream (upstream) hardness and
so must be calculated case -by -case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR 122.45(c). The
discharge -specific standards must be converted to the equivalent total values for use in the RPA
calculations. We will generally rely on default translator values developed for each metal (more on that
below), but it is also possible to consider case -specific translators developed in accordance with established
methodology.
RPA Permitting Guidance/WQBELs for Hardness -Dependent Metals - Freshwater
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NCO090140
Page 5

The RPA is designed to predict the maximum likely effluent concentrations for each metal of concern,
based on recent effluent data, and calculate the allowable effluent concentrations, based on applicable
standards and the critical low -flow values for the receiving stream.
If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the
discharge has reasonable potential to exceed the standard, which warrants a permit limit in most cases. If
monitoring for a particular pollutant indicates that the pollutant is not present (i.e. consistently below
detection level), then the Division may remove the monitoring requirement in the reissued permit.
1. To perform a RPA on the Freshwater hardness -dependent metals the Permit Writer compiles the
following information:
• Critical low flow of the receiving stream, 7Q 10 (the spreadsheet automatically calculates
the 1 Q 10 using the formula 1 Q 10 = 0.843 (s7Q 10, cfs) 0.993
• Effluent hardness and upstream hardness, site -specific data is preferred
• Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness -dependent metal of concern and for
each individual discharge, the Permit Writer must first determine what effluent and instream
(upstream) hardness values to use in the equations.
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test results for any
hardness data and contacts the Permittee to see if any additional data is available for instream
hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial evaluation using a
default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum limits on the
hardness value used for water quality calculations are 25 mg/L and 400 mg/L, respectively.
If the use of a default hardness value results in a hardness -dependent metal showing reasonable
potential, the permit writer contacts the Permittee and requests 5 site -specific effluent and upstream
hardness samples over a period of one week. The RPA is rerun using the new data.
The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic)
_ (Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7Q10, cfs *Avg. Upstream Hardness, mg/L
(Permitted Flow, cfs + s7Q10, cfs)
The Combined Hardness for acute is the same but the calculation uses the 1 Q 10 flow.
3. The permit writer converts the numeric standard for each metal of concern to a total recoverable
metal, using the EPA Default Partition Coefficients (DPCs) or site -specific translators, if any have
been developed using federally approved methodology.
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NC0090140
Page 6

EPA default partition coefficients or the "Fraction Dissolved" converts the value for
dissolved metal at laboratory conditions to total recoverable metal at in -stream ambient
conditions. This factor is calculated using the linear partition coefficients found in The
Metals Translator: Guidance for Calculating a Total Recoverable Permit Limit from a
Dissolved Criterion (EPA 823-B-96-007, June 1996) and the equation:
Cdiss = 1
Ctotal 1 + { [Kpo] [SS(i+a)] [10-6] }
Where:
ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L used, and
Kpo and a = constants that express the equilibrium relationship between dissolved and
adsorbed forms of metals. A list of constants used for each hardness -dependent metal can
also be found in the RPA program under a sheet labeled DPCs.
4. The numeric standard for each metal of concern is divided by the default partition coefficient (or
site -specific translator) to obtain a Total Recoverable Metal at ambient conditions.
In some cases, where an EPA default partition coefficient translator does not exist (ie. silver), the
dissolved numeric standard for each metal of concern is divided by the EPA conversion factor to
obtain a Total Recoverable Metal at ambient conditions. This method presumes that the metal is
dissolved to the same extent as it was during EPA's criteria development for metals. For more
information on conversion factors see the June 1996 EPA Translator Guidance Document.
The RPA spreadsheet uses a mass balance equation to determine the total allowable concentration
(permit limits) for each pollutant using the following equation:
Ca = (s7Q 10 + Qw) Cwgs) — (s7Q 10) (Cb)
Qw
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3* (µg/L or mg/L)
Qw = permitted effluent flow (cfs, match s7Q 10)
s7Q 10 = summer low flow used to protect aquatic life from chronic toxicity and human health
through the consumption of water, fish, and shellfish from noncarcinogens (cfs)
* Discussions are on -going with EPA on how best to address background concentrations
Flows other than s7Q 10 may be incorporated as applicable:
IQ 10 = used in the equation to protect aquatic life from acute toxicity
QA = used in the equation to protect human health through the consumption of water, fish,
and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality
6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of concern.
Data entered must have been taken within four and one-half years prior to the date of the permit
application (40 CFR 122.21). The RPA spreadsheet estimates the 95th percentile upper
concentration of each pollutant. The Predicted Max concentrations are compared to the Total
allowable concentrations to determine if a permit limit is necessary. If the predicted max exceeds
the acute or chronic Total allowable concentrations, the discharge is considered to show reasonable
potential to violate the water quality standard, and a permit limit (Total allowable concentration) is
included in the permit in accordance with the U.S. EPA Technical Support Document for Water
Quality -Based Toxics Control published in 1991.
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NCO090140
Page 7

7. When appropriate, permit writers develop facility specific compliance schedules in accordance with
the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to Alexis Strauss on 40 CFR
122.47 Compliance Schedule Requirements.
The Total Chromium NC WQS was removed and replaced with trivalent chromium and hexavalent
chromium Water Quality Standards. As a cost savings measure, total chromium data results may be
used as a conservative surrogate in cases where there are no analytical results based on chromium
III or VI. In these cases, the projected maximum concentration (95th %) for total chromium will be
compared against water quality standards for chromium III and chromium VI.
9. Effluent hardness sampling and instream hardness sampling, upstream of the discharge, are inserted
into all permits with facilities monitoring for hardness -dependent metals to ensure the accuracy of
the permit limits and to build a more robust hardness dataset.
10. Hardness and flow values used in the Reasonable Potential Analysis for this permit included:
Parameter
Value
Comments (Data Source)
Average Effluent Hardness (mg/L)
TBD
No discharge data to date
[Total as, CaCO3 or (Ca + Mg)]
Average Upstream Hardness (mg/L)
TBD
No monitoring data to date
[Total as, CaCO3 or (Ca + Mg)]
7Q10 summer (cfs)
0.0
Storm -sewer discharge IWC = 100%
1Q10 (cfs)
0.0
Storm -sewer discharge IWC = 100%
Permitted Flow (MGD)
0.075
Assumed monthly average.
Renewal Fact Sheet - DRAFT 25May2023
NPDES Permit NC0090140
Page 8

South End Charlotte Owner, LLC
Fulbright Laboratories Brownfields Property
[NEW] NPDES Permit NCO090140
Public Notice Blurb:
13Jun2023
"South End Charlotte Owner, LLC applied for an NPDES Permit [NC0090140] for
the Fulbright Laboratories Brownfields Property located at addresses 1919, 1923,
and 1933 South Boulevard, Charlotte 28203 to discharge treated dewatering
wastewater to a UT to Dairy Branch, Catawba River Basin. Water -quality limited
parameters include cis-1,2-Dichloroethene (1-2DCE), Tetrachloroethene (PCE),
Trichloroethene (TCE), Vinyl Chloride (VC), Total Chromium, and Total lead.
This discharge may affect future wasteload allocations to the receiving stream. The
Division will review comments on this draft permit if received with 30 days of this
Public Notice."

NPDES Permit Application
Fulbright Laboratories
Brownfields Property
1919, 1923, and 1933 South Boulevard
Charlotte, North Carolina
H&H Job No. SLC-001
August 4, 2022
hart hickman
SMARTER ENVIRONMENTAL. SOLUTIONS
#C-1269 Engineering
#C-245 Geology
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586,0007 main 919.947.4241 main

hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Via FedEx
August 4, 2022
North Carolina Department of Environmental Quality
Division of Water Resources — Water Quality Permitting Section (NPDES)
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Mr. Wren Thedford
Re: NPDES Permit (Minor) Application Package
Fulbright Laboratories Brownfields Property
Brownfields Project Number 25073-21-060
1919, 1923, and 1933 South Boulevard
Charlotte, North Carolina
H&H Job No. SLC.001
Dear Mr. Thedford:
1.0 Introduction and Waiver Request
On behalf of the South End Charlotte Owner, LLC, Hart & Hickman, PC (H&H) is submitting this
National Pollutant Discharge Elimination System (NPDES) permit application package (one
original and two copies) for discharge of treated groundwater generated as part of redevelopment
construction dewatering activities at the Fulbright Laboratories Brownfields Property site located
at 1919, 1923, and 1933 South Boulevard in Charlotte, North Carolina (the Site). Note that
1923 South Boulevard is used for the facility location in this application package. Authorization
for H&H to act as South End Charlotte Owner, LLC's representative for the purpose of submitting
this NPDES permit application is included as Attachment A.
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Mr. Wren Thedford
August 4, 2022
Page 2
In addition to a $860 check payable to the North Carolina Division of Environmental Quality
(NCDEQ) Division of Water Resources (DWR) for a minor NPDES permit, this NPDES permit
application package includes the items listed below.
• EPA Form 1 NPDES
• EPA Form 2E NPDES
• Tables A, B, and C of EPA Form 2C NPDES
• Table 1 — Summary of Groundwater Analytical Data
• Figure 1 — Site Location Topographic Map
• Figure 2 — Site Map and Temporary Monitoring Well Locations
• Figure 3 — Treatment System and NPDES Discharge Locations Map
• Attachment A — Designation of H&H as Authorized Representative for South End
Charlotte Owner, LLC (i.e., the permit applicant)
• Attachment B — CMSWS Approval for Discharge to Storm Water Sewer System
• Attachment C — Groundwater Treatment System Schematic and Drawings/Information
Sheets for Treatment System Components
• Attachment D — Analytical Data for Site Groundwater Samples
Site background information is presented in Section 2.0, a summary of groundwater conditions is
presented in Section 3.0, proposed groundwater treatment system and NPDES discharge
information are presented in Section 4.0, and an evaluation of alternatives is presented in
Section 5.0.
Waiver Request
This NPDES permit application is for a new proposed discharge. Therefore, there is no existing
effluent parameter monitoring data for the discharge and South End Charlotte Owner, LLC is
requesting a waiver for providing effluent parameter data. However, Site groundwater data
(discussed in Section 3.0 and summarized in Table 1) has been utilized to complete EPA Form 2C
Tables B and C since effluent data will not be available until the groundwater treatment system is
in operation. Note that the maximum concentration of a compound detected in Site groundwater
was entered into the tables and is considered to be representative of maximum compound
14
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South Boulevard Assemblage/NPDES Permit/NPDES Application Cover Letter & Supporting Info.docx

Mr. Wren Thedford
August 4, 2022
Page 3
concentrations which may be present in treatment system influent instead of effluent data that EPA
Form 2C requires.
2.0 Site Background Information
The Site currently consists of three contiguous parcels of land that total approximately 0.9 acre
and is developed with one approximate 4,400-square foot (sq ft) restaurant (1933 South
Boulevard), one approximate 5,000-sq ft office building (1923 South Boulevard), and one
approximate 4,500-sq ft multi -tenant office building (1919 South Boulevard). Remaining portions
of the Site consist of asphalt -paved vehicle access and parking areas, concrete -paved sidewalks,
and vegetated areas. A Site location topographic map is provided as Figure 1, and a Site map is
provided as Figure 2. From the late 1930s until the early 1970s, the Site buildings were occupied
by various businesses including grocery stores, various retailers, a construction company, a roofing
supply company, and a chemical laboratory/manufacturing company. Residential and commercial
use continued on the Site until the late 1980s, when the current restaurant and office building were
developed in the northern and western portions of the Site, respectively. Since the mid- 1980s, the
Site buildings have been occupied by restaurants, various retailers, fitness companies, and various
offices.
South End Charlotte Owner, LLC plans to redevelop the Site with a multi -story retail and
residential building with ground floor parking and leasing/amenities areas. To address
environmental concerns associated with the Site (discussed below), South End Charlotte
Owner, LLC elected to enter the Site into the DEQ Brownfields Program. A Letter of Eligibility
to participate in the Brownfields Program was received on November 19, 2021, and the
Brownfields project is referred to as Fulbright Laboratories (Brownfields Project Number 25073-
21-060).
As part of the Site redevelopment, excavations below the shallow groundwater table are planned
for construction of elevator shafts and a subgrade generator room in the locations shown in
Figure 2. During construction of these structures, dewatering of groundwater at the Site will be
hart � hickman
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South Boulevard Assemblage/NPDES Permit/NPDES Application Cover Letter & Supporting Info.docx

Mr. Wren Thedford
August 4, 2022
Page 4
performed using extraction wells to prevent groundwater infiltration into the excavations. As such,
this NPDES application is being submitted to allow for discharge of treated groundwater generated
by the extraction wells. As discussed in Section 3.0, Site assessment activities have indicated the
presence of groundwater impacts in the area of the planned excavations.
3.0 Summary of Groundwater Conditions
A summary of Site groundwater sample data is presented in Table 1, and temporary monitoring
well locations are depicted in Figure 2. Laboratory analytical reports for groundwater samples
collected at the Site are provided as Attachment D. A discussion of Site groundwater data is
presented below.
August 2021 Phase II ESA
H&H performed initial groundwater sampling activities at the Site during a Phase II Environmental
Site Assessment (ESA) in August 2021. The Phase II ESA was conducted to evaluate potential
environmental impacts associated with a former on -Site chemical mixing facility (Fulbright
Laboratories), an on -Site gasoline underground storage tank (UST), an off -Site former
manufacturing facility (Parks Cramer) to the west of the Site, and an existing automotive service
garage (H&H Auto) to the northeast of the Site. Three temporary monitoring wells (identified as
TMW-1 through TMW-3) were installed as part of the Phase II ESA, and groundwater samples
collected from the wells were submitted for laboratory analysis of volatile organic compounds
(VOCs), semi-VOCs (SVOCs), and Resource Conservation and Recovery Act (RCRA) 8 metals.
Results of analysis of the samples indicate the VOCs tetrachloroethene (PCE), trichloroethene
(TCE), and the PCE/TCE degradation compounds cis-1,2-dichloroethene (cDCE), trans-1,2-
dichloroethene (tDCE), and vinyl chloride (VC) were detected above NCAC 2L .0202
Groundwater Standards (2L standards) in one of the wells (TMW-2). The PCE, TICE, and VC
concentrations detected in TMW-2 also exceed NCAC 2B Surface Water Standards (2B standards)
for Class C surface waters, and the cDCE concentration detected in TMW-2 exceeds the NC In -
Stream Target Value for Class C surface waters. As shown in Figure 2, TMW-2 was located in
14
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Mr. Wren Thedford
August 4, 2022
Page 5
the southwestern (hydraulically downgradient) portion of the Site in the area of the former
chemical mixing facility. In addition, total chromium was detected slightly above the 2L standard
in an unfiltered sample collected from TMW-3, but was detected below the 2L standard in a
filtered sample from the well (indicating that the elevated chromium detection in the unfiltered
sample is likely attributable to sediment in the sample and not dissolved chromium in
groundwater). There were no other analytes detected above 2L standards or 213 standards in the
samples.
March and April 2022 Additional Groundwater Assessment
During March and April 2022, H&H conducted additional groundwater assessment at the Site to
evaluate the potential for shallow groundwater infiltration into excavations which will be
completed as part of Site redevelopment activities for construction of elevator shafts and a
subgrade generator room, and to evaluate groundwater quality in the proposed excavation areas.
As part of the additional groundwater assessment activities, temporary monitoring wells TMW-4
and TMW-5 were installed in the location of the proposed subgrade generator room in the
southeastern portion of the Site, and temporary monitoring wells TMW-6, TMW-7, and TMW-8
were installed in the proposed locations for three elevator shaft pits in the central portion of the
Site. The temporary well locations and approximate locations of the proposed subgrade generator
room and elevator shaft pits are depicted in Figure 2. TMW-4 and TMW-5 were installed to a
depth of 5 ft below ground surface (bgs), which is the anticipated depth below current grade of the
proposed subgrade generator room. It is anticipated that the proposed elevator pits will extend to
approximately 15 ft below current grade. Therefore, TMW-6 was installed to approximately 20 ft
bgs, and TMW-7 and TMW-8 were installed to approximately 15 ft bgs.
Groundwater samples were collected from TMW-4, TMW-6, TMW-7, and TMW-8 for analysis
of VOCs, SVOCs, and RCRA 8 metals. A sample was not collected from TMW-5 because the
well was dry. Results of analysis of the samples indicate PCE was detected above the 2L standard
and 213 standard in TMW-6. There were no other VOCs detected above 2L standards or
213 standards in the wells. Total barium, total chromium, and total lead were detected above
2L standards in unfiltered samples collected from one or more of the wells; however, total
14
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chromium was the only metal detected above 2L standards in filtered samples collected from the
wells (in the filtered sample collected from TMW-6). The data indicate that elevated metals
concentrations in the unfiltered samples (with the possible exception of chromium in TMW-6) are
likely attributable to sediment in the samples and not dissolved metals in groundwater.
Dissolved lead was detected above the 213 standard in the filtered samples collected from TWM-6
and TMW-7, and dissolved chromium was detected above the 213 standard established for
hexavalent chromium (but, not above the 213 standard established for trivalent chromium) in the
filtered sample collected from TWM-6. Note that the 213 standards for hexavalent chromium and
lead are dissolved metal standards and it is therefore appropriate to compare only the filtered
sample data to the 2B standards. There is no 213 standard established for total chromium. There
were no other metals detected above 213 standards in the groundwater samples.
Summary of Groundwater Impacts
Based on the results of groundwater assessment activities completed at the Site, it appears that
groundwater in the area of the proposed elevator pits is impacted with relatively low concentrations
of PCE above the 2L standard and 213 standard, dissolved lead above the 213 standard, total and
dissolved chromium above the 2L standard for total chromium, and dissolved chromium above the
213 standard for hexavalent chromium (but, not above the 2B standard for trivalent chromium). In
addition, it appears that elevated concentrations of metals detected in unfiltered samples are likely
attributable in part to sediment in the samples and not dissolved metals in groundwater. Maximum
concentrations of VOCs in Site groundwater are present in the downgradient area of the Site in the
location of the former chemical mixing facility and proposed subgrade generator room. As such,
these groundwater impacts are located downgradient of the proposed elevator shaft locations and
are deeper than the anticipated depth of the proposed generator room. Note that there were no
compounds detected above 2L standards or 213 standards in a groundwater sample collected from
the anticipated excavation depth within the area of the proposed generator room.
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4.0 Proposed Groundwater Treatment System and NPDES Discharge Information
As previously discussed, excavations below the shallow groundwater table are planned for
construction of elevator shafts and a subgrade generator room as part of Site redevelopment
activities. The anticipated locations of these structures are shown in Figure 2. During construction
of these structures, groundwater will be extracted from newly -installed extraction wells to prevent
infiltration of groundwater into the excavations. This NPDES application is being submitted to
allow for discharge of treated groundwater generated by the extraction wells. As discussed in
Section 3.0 above, Site assessment activities have indicated the presence of groundwater impacts
at the Site.
In order to manage groundwater extracted during construction activities, South End Charlotte
Owner, LLC proposes use of a groundwater treatment system to address VOC and metals impacts
in the extracted groundwater and direct discharge of the treated groundwater effluent from the
system under a NPDES permit into a storm water catch basin located on the Site. The catch basin
location is depicted in Figures 2 and 3. As shown in Figure 3, storm water from the on -Site catch
basin flows through the City of Charlotte municipal storm water system to an outlet (the proposed
NPDES outfall) which discharges to surface water (Dairy Branch) approximately 1,400 ft
southeast of the Site. In a letter dated June 27, 2022, Charlotte -Mecklenburg Storm Water Services
(CMSWS) approved discharge of treated groundwater from the Site to the storm water system
under a NPDES permit. A copy of the letter is provided as Attachment B. Dairy Branch generally
flows to the southeast and converges with Little Sugar Creek. The length of Dairy Branch from
the proposed NPDES outfall to Little Sugar Creek is approximately 1.5 miles. Dairy Branch and
Little Sugar Creek are classified by DWR as Class C surface water bodies. Based on a review of
the North Carolina 2022 Integrated Report, it does not appear that Dairy Creek or Little Sugar
Creek are impaired in the area of the Site.
Proposed groundwater extraction and treatment includes extraction of groundwater from the
extraction wells using submersible pumps to transfer the water into an equalization tank.
Groundwater in the equalization tank will then be pumped through the groundwater treatment
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system which will include a bag filtration unit (used to remove suspended sediments), a liquid
phase organoclay sorbent unit (used to remove heavy metals, including chromium and lead), and
a liquid phase granular activated carbon (GAC) unit (used to remove VOCs). The proposed
treatment system is designed for an operational flow rate of approximately 16 gallons per minute
(gpm), which is conservatively higher than anticipated groundwater extraction rates of 8 to
12 gpm. It is anticipated that groundwater extraction and treatment will be conducted
continuously; however, treatment may be intermittent depending if extraction rates are lower than
anticipated.
A groundwater treatment system schematic for the proposed groundwater treatment system is
included in Attachment C. Drawings/information sheets for the major groundwater treatment
components included in the system and for the organoclay and GAC anticipated to be utilized in
the systems are also included in Attachment C.
As shown in the treatment system schematic, the proposed treatment system will include the
following major components:
• An approximately 6,000-gallon to 21,000-gallon equalization tank. The size of the tank
will depend on actual groundwater extraction rates. The tank will generally be operated at
approximately 80 percent capacity (to allow for solids settling and volatilization of VOCs),
resulting in detention times ranging from approximately 5 to 18 hours (for the 6,000 and
21,000-gallon tanks, respectively) at 16 gpm. The tank will include low, high, and high -
high level switches to actuate pumping from the tank through the treatment system and to
shut down extraction well pumps (in the case that the tank is filled above 90 percent
capacity). Sediments which accumulate in the equalization tank will periodically be
emptied by an appropriately licensed waste management company and transported off -Site
for disposal in accordance with applicable regulations.
• A Rain For Rent BF 100 bag filter unit, or equivalent alternate. The bag filter unit is rated
for a maximum flow rate of 100 gpm. It is anticipated that 10-micron bag filters will be
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utilized in the filter unit, but the filter size may be changed depending on performance.
Spent bag filters will be disposed off -Site in accordance with applicable regulations.
• A Enviro-Equipment HPP-1000 vessel (or, equivalent alternative) filled with Hydrosil
International LTD's HS-200 liquid phase organoclay (i.e., zeolite) product will be used for
filtration of heavy metals. The unit has a bed volume of 33 cubic feet (cf) and will be filled
with approximately 1,900 lbs of HS-200 organoclay. The organoclay vessel will provide
an empty bed contact time of approximately 15.5 minutes at 16 gpm, which is higher than
the organoclay vendor's (Hydrosil International LTD) recommended contact time of 10 to
15 minutes for effective reduction of metals concentrations in groundwater. Spent
organoclay media will be disposed off -Site in accordance with applicable regulations.
• A Enviro-Equipment HPP-1000 vessel (or, equivalent alternative) filled with reactivated
liquid phase GAC will be used for filtration of VOCs. The unit has a bed volume of 33 cf
and will be filled with approximately 1,000 lbs of GAC. The GAC vessel will provide an
empty bed contact time of approximately 15.5 minutes at 16 gpm, which is higher than
Enviro-Equipment's recommended contact time of 10 to 15 minutes for effective reduction
of VOC concentrations. Spent GAC media will be disposed off -Site (or, recycled) in
accordance with applicable regulations.
Contaminant breakthrough time assuming continuous operation of the treatment system at 16 gpm
is greater than 90 days. The estimated breakthrough time is based on Enviro-Equipment's
experience with similar projects and calculations performed using analytical data for samples
collected from the temporary wells installed in the areas of the proposed elevator shafts (discussed
in Section 3.0).
Samples of influent and effluent from the GAC unit will be collected on a weekly basis (at
minimum) to monitor for organoclay (metals) and GAC (VOCs) breakthrough. In addition,
samples will be collected from the system effluent in accordance with NPDES permit requirements
to demonstrate effluent discharge limitations are met.
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5.0 Evaluation of Alternatives
H&H has evaluated alternatives to direct discharge under a NPDES permit for management of
groundwater generated during proposed Site redevelopment activities. The evaluated alternatives
are listed below.
• Connection to a municipal publicly owned treatment works (POTW) sewer system;
• Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.);
and,
• Spray irrigation
Our evaluation of these alternatives to direct discharge under a NPDES permit is presented below.
Connection/Discharge to a POTW Sewer System
Charlotte Water does not allow discharge of groundwater to the POTW sanitary sewer system;
therefore, this alternative is not a potential option for management of extracted groundwater
generated at the Site.
Subsurface Disposal
Because the groundwater table beneath the Site is shallow (approximately 5 ft bgs), there is a small
volume of unsaturated soil that would quickly become saturated if extracted groundwater were
applied via drain fields or infiltration galleries to the unsaturated subsurface. In addition,
significant portions of the discharged water would infiltrate back into the aquifer beneath the Site,
ultimately resulting in an inefficient and ineffective dewatering/disposal process. Furthermore,
saturation of shallow soil and continued addition of groundwater to the subsurface could result in
daylighting of the water at the ground surface followed by overland flow and direct discharge to
the storm water system and/or off -Site properties. Similarly, disposal of extracted groundwater
into injection wells installed on the Site has the potential to result in groundwater mounding and
increased groundwater extraction rates required for preventing infiltration of groundwater into the
excavations. Finally, South End Charlotte Owner, LLC does not own off -Site property in the area
of the Site which could be used for subsurface disposal of extracted groundwater generated at the
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Site. Based on the information presented above, subsurface disposal is not considered a feasible
alternative for management of extracted groundwater, and costs for the alternative were therefore
not evaluated.
Spray Irri ag tion
The Site is located in a developed area within the City of Charlotte, and land in the area of the Site
is not available for spray irrigation of extracted groundwater. Furthermore, South End Charlotte
Owner, LLC does not own off -Site property in the area of the Site which could be used for spray
irrigation. Based on this information, spray irrigation is not considered a feasible alternative for
management of extracted groundwater, and costs for the alternative were therefore not evaluated.
Alternatives Analysis Summary
As presented above, our evaluation of three options for management of extracted groundwater
generated as part of Site redevelopment activities indicates that alternatives to direct discharge of
treated groundwater under a NPDES permit are not allowable or feasible. Therefore, direct
discharge of treated groundwater effluent from the proposed treatment system via a NPDES permit
is appropriate.
We request a prompt response to this application such that Site redevelopment can commence.
Please contact us if you have any questions of need additional information.
Sincerely,
Hart & Hickman, PC
Bo Cappleman, PG
Project Manager
Enclosures:
NPDES Permit Application Package
Check for $860, payable to NCDEQ
Scott Drury, PE
Project Manager
cc: Mr. Michael McNally, SVP — South End Charlotte Owner, LLC (Via E-Mail)
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EPA NPDES Form 1

EPA Identification Number
NPDES Permit Number
Facility Narne
Form Approved 03/05/19
Fulbright Laboratories
OIVBNo. 2040-0004
Form
U.S. Environmental Protection Agency
1
\-. E PA
Application for NPDES Permit to Discharge Wastewater
NPDES
GENERAL INFORMATION
•
�. -� a -• � a. _ -- i • r
1.1
Applicants Not Required to Submit Form 1
1.1.1
Is the facility a new or existing publicly owned
1 1 2
Is the facility a new or existing treatment works
treatment works?
treating domestic sewage?
If yes, STOP. Do NOT complete ❑✓ No
If yes, STOP. Do NOT ✓❑ No
Form 1. Complete Form 2A
complete Form 1. Oomplete
Form 2S.
1.2
Applicants Requiredto Submit Form 1
r
1.2.1
Is the facility a concentrated animal feeding
1.2.2
Is the facility an existing manufacturing,
operation or a concentrated aquatic animal
oonrnercial, mining, or silvicultural facility that is
production facility?
currently discharging process wastewater?
❑ Yes-* Complete Form 1 ❑✓ No
❑ Yes 4 Complete Form �✓ No
Z
and Form 2B.
1 and Form 2C.
C
1.2.3
Is the facility a new manufacturing, commercial,
1.2.4
Is the facility a new or existing manufacturing,
mining, or siMoultural facility that has not yet
commercial, nning, or silvicultural facility that
S
commenced to discharge?
discharges only nonprocess wastewater?
Yes 4 Complete Form 1 ❑✓ No
✓❑ Yes 4 Complete Form No
and Form 2D.
1 and Form 2E.
w
1.2.5
Is the facility a new or existing facility whose
5
discharge is composed entirely of storrrwater
associated with industrial activity or whose
discharge is eonposed of both stonymoter and
non-stommater?
❑ Yes Complete Form 1 ❑✓ No
and Form 2F
unless exempted by
40 CFR
122.26(b)(14)(x) or
2.1
Facility Name
Fulbright Laboratories Brownfields Property
2.2
EPA Identification Number
NA
2.3
FacilityContact
Name (first and last)
Title
Phone nunbe-
Michael McNally
SVP - South End Charlotte Owner, LLC
[phone]
Email address
[e-mail]
2.4
Facility Mailing Address
Street or P.O. box
3990 Hillsboro Pike, Ste 400
G1ty or ton n
State
ZI P code
Nashville
TN
37215
EPA Form 3510-1 (revised 3-19) Page 1

EPA Identification Number
NPDES Permt Number
Facility Narre
Form Approved 03/05/19
Fulbright Laboratories
0
ONE No.20440004
2.5
Facility Location
Street, route number, or other- specific identifier
1923 South Boulevard
County name
County code (if Ivrowm)
Mecklenburg
060
City or tam
State ZJ P code
Charlotte
NC 28203
•
"
1111 U,F. F•1, MM' D
3.1
SIC Code(s)
Description (optional)
6513
Office of Real Estate & Construction - Operators of Apartment Buildings
3.2
NAICS Code(s)
Description (optional)
53111
Lessors of Residential Buildings and Dwellings
4.1
Name of Operator
South End Charlotte Owner, LLC
4.2
Is the name you listed in Item 4.1 also the owner?
✓❑ Yes ❑ No
4.3
Operator Status
❑ Public —federal ❑ Public —state ❑ Other public (specify)
❑✓ Private ❑ Other (specify)
4.4
Phone Number of Operator
[phone]
4.5
Operator Address
Street or P.O. Box
3990 Hillsboro Pike, Ste 400
.�
Qty or town
Nashville
State
TN
ZI P code
37215
Email address of operator
[e-mail]
1
1 1 •'
7-S5.1
Is the facility located on Indian Land?
❑ Yes ❑✓ No
EPA Form 3510-1 (revised 3-19) Page 2

EPA Identification Number
NPDES Permt Nurrber Fad Iity Nacre Form Approved 03/05/19
Fulbright Laboratories OIVBNo. 2040-0004
0
• �� -•
_-11 FIE,
IIIIIIII! - r
6.1
Existing Environmental Permits (check
all that apply and print or type the corresponding permit number for each)
❑ NPDES (discharges to surface
❑ RCRA (hazardous wastes)
❑ UIC (underground injection of
water)
fluids)
❑ PSD (air emissions)
❑ Nonattainment program (CAA)
❑ NESHAPs (CAA)
❑ Ocean du i IVPRSA ❑ Dredge or fill CWA Section 404 ❑ Other s
mp � ( ) � ( ) (specify)
77.1Have
you attached a topographic crap containing all required information to this application? (See instructions for
specific requirements.)
✓❑ Yes ❑ No ❑ CAFOI Applicable (See requirements in Form 213.)
•01
-� • r • r
8.1
Describe the nature of your business.
South End Charlotte Owner, LLC plans to redevelop the facility property with a retail and residential building. The
facility property has been entered into the NC Department of Environmental Quality (DEQ) Brownfields Program
(Brownfields Project Number 25073-21-060). This NPDES Permit application is for direct discharge of groundwater
which is will be generated during site redevelopment activities. Groundwater will extracted from up to four
newly -installed extraction wells in order to prevent infiltration of groundwater into excavation areas which will
intersect the groundwater table. The excavations will be installed for construction of elevator shafts and a subgrade
generator room.
"9.Does your facility use cooling water?
❑ Yes ❑✓ No -> SI4 P to Item 1 a 1.
9.2
Identify the source of cooling water. (Note that facilities that use a cooling water intake structure as described at
40 CFR 125, Subparts I and J may have additional application requirements at 40 CFR 122.21(r). Consult with your
Jve
2
NPDES permitting authority to detemine what specific information needs to be submitted and Men.)
10.1
Do you intend to request or renew one or more of the variances authorized at 40 CFR 122.21(m)? (Check all that
apply. Consult with your NPDES permitting authority to determine what information needs to be submitted and
Wien.)
if
❑ Fundamentally different factors (CWA ❑ Water quality related effluent limitations (CWA Section
Section 301(n)) 302(b)(2))
❑ Non -conventional pollutants (CWA ❑ Thermal discharges (CWA Section 316(a))
Section 301(c) and (g))
0 Not applicable
EPA Form 3510-1 (revised 119) Page 3

EPA Identification Number
NPDES Permt Number
Fad Iity Name Form Approved 03/05/19
Fulbright Laboratories C>NBNo. 2040-0004
• • • > J, > • - r r .
11.1 In Column 1 below, mark the sections of Form 1 that you have completed and are submitting with your application.
For each section, spe* in Column 2 any attachments that you are enclosing to alert the permitting authority. Note
that not all applicants are required to provide attachments.
Column 1
Column 2
❑✓ Section 1: Activities Requiring an NPDES Permit
❑ vv/ attachments
❑✓ Section 2: Name, Mailing Address, and Location
❑ vu/ attachments
❑✓ Section 3: SIC Codes
❑ w/ attachments
✓❑ Section 4: Operator Information
❑ w/ attachments
❑✓ Section 5: Indian Land
❑ w/ attachments
❑ Section 6: Existing Environmental Pemits
❑ w/ attachments
❑✓ Section 7: Map
❑ topographic ❑✓ w/ additional attachments
map
❑✓ Section 8: Nature of Business
❑ w/ attachments
0 Section 9: Coding Water Intake Structures
❑ w/ attachments
❑✓ Section 10: Variance Pequests
❑ vie attachments
7S
1n
❑✓ Section 11: Checklist and Certification Statement
❑ vu/ attachments
11.2
Certification Statement
l certify under penalty of law that this document and all attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
infomxation submitted. Based on my inquiry of the person or persons who menage the system or those persons
directly responsible for gathering the infomretion, the infomretion submitted is, to the best of my knowledge and
belief, true, accurate, and completel am aware that there are significant penalties for subrrltting false infomretion,
including the possibility of fine and irrWsonrrent for knowing violations.
Name (print or type first and last name)
Official title
Scott Drury, PE
Project Manager - Hart & Hickman, PC
Signature
Date signed
08/04/22
EPA Form 3510-1 (revised 119) Page 4

EPA NPDES Form 2E

EPA Identification Number
NPDES Permt Nunber
Facility Name
Form Approved 03/05/19
Fulbright Laboratories Brownfield
ONB No. 2040-0004
U.S. Environmental Protection Agency
FORM
2
n
\-/EPA
Application for NPDES Permit to Discharge Wastewater
NPIDES
MANUFACTURING, CONNERCIAL, MNING, AND SIBACULTURAL FACILIMES WHICH
DISCHARGE ONLY NONPROCESS WASTEWATER
1.1
Provide information on each of the facilitys outfalls in the table below.
Outfall
Number
Receiving Water Name
Latitude
Longitude
001
Dairy Branch
35' 12' 23" N
80' 51' 21" W
2.1
Are you a newor existing discharger? (Check only one response.)
CD
❑✓ Newdisdharger ❑ EKisting discharger 4 SKPto Section 3.
i5 [5
2.2
Specify your anticipated discharge date: 04/03/2023
3.1
What types of wastes are currently being discharged if you are an existing discharger or will be discharged if you are a
new discharger? (Check all that apply.)
❑ Sanitary wastes ❑✓ Other nonprocess wastewater (describe/e)plain
❑ Restaurant or cafeteria waste directly below)
❑ Non -contact cooling water Groundwater from Extraction Wells
3.2
Does the facility use cooling water additives?
m
❑ Yes ✓❑ No 4 SI 1P to Section 4.
3.3
List the cooling water additives used and describe their composition.
Coding Water Additives
Composition of Additives
list
if available to
SECTIONCHARACTERISTICS
I •
4.1
Have you oompleted monitoring for all parameters in the table below at each of your outFalls and attached the results to
this application package?
❑ Yes 0 No; a waiver has been requested from my NPDES permtting authority
attach waiver request and additional information) 4 SI lP to Section 5.
4.2
Provide data as requested in the table below. See instructions for specifics.
Number of
Maximum Daily
Average Daily
Source
td
Parameter or Pollutant
Analyses
Discharge
Discharge
(use codes
y
(if actual data
sea units
sped units
per
Mass
Conc.
Klass
Conc.
reported)
instructions)
Biochemical oxygen demand (BODS)
Total suspended solids (TSS)
Oil and grease
Ammonia (as N)
Discharge flow
pH (report as range)
Temperature (winter)
Temperature (summer)
I Sanpling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant
parameters or required under 40 CFR chWer I, subdiapter Nor O. See inshdions and 40 CFR 122.21(e)(3).
EPA Form 3510-2E (revised 3-19) Page 1

EPA Identification Number
NPDES POrmt Number
Facility Name
FormAppmed 03/05/19
Fulbright Laboratories Brownfield!
CfvBNo. 2040-0004
4.3
Is fecal coliform believed present, or is sanitary waste discharged (or will it be discharged)?
❑ Yes ❑ % 4 SM P to Item 4.5.
4.4
Provide data as requested in the table below
See instructions forspecifics.)
Number of
MaArnum Daily
Average Daily
Source
Parameter or Pollutant
Analyses
Discharge
Discharge
(use cow
(if actual data
sea units
sea units
per
Mass
Cons,
Mass
Cone.
reported)
Instructions.)
Fecal ooliform
E soli
Enterocooci
4.5
Is chlorine used (or will it be used)?
❑ Yes ❑ No 4 SKI P to Item 4.7.
4.6
Provide data as requested in the table below
See instructions forspecifics.)
Number of
MaArnum Daily
Average Daily
Source
Parameter or Pollutant
Analyses
Discharge
Discharge
(use codes
(if actual data
(s eafy units)
(specify units)
per
Mass Conc.
Mass
Cont.
reported)
instructions)
Total Residual Chlorine
4.7
Is norrcontact cooling water discharged (or will it be discharged)?
❑ Yes ❑ No 4 SKI P to Section 5.
4.8
Provide data as requested in the table below See instructions for specifics.
Number of
Mmamum Daily
Average Daily
Source
Parameter or Polutant
Analyses
Discharge
Discharge
(use codes
(if actual data
sea units
sea units
per
Mass Cont.
Mass I Cont.
reported)
instructions)
Chemical oxygen demand (COD)
Total organic carbon (TOC)
•
•
i • - W
5.1
Except for storm der water runoff, leaks, or spills, are any of the discharges you described in Sections 1 and 3 of this
application inter ittent or seasonal?
❑✓ Yes 4 Complete this section. ❑ No 4 SM P to Section 6.
5.2
Briefly describe the frequency and duration of flow.
The discharge will occur during a portion of property redevelopment construction activities (while excavations for
construction of subsurface structures are open). The discharge is expected to be continuous for a period of up to one
month. The discharge will be permanently terminated after construction of subsurface structures is completed.
SECTION
6. TREATMENr
SYSTEM (40 CFR 122.21(h)(6))
6.1
Briefly describe any treatment systems) used (or to be used).
Groundwater generated by up to four extraction wells will be treated using physical filtration/adsorption processes.
The groundwater will be pumped into an equalization tank, then through a bag filter, an organoclay (zeolite) filtration
unit, and a granular activated carbon filtration unit prior to direct discharge to an on -Site storm water sewer catch
H
basin. Refer to the NPDES permit application package for additional information/details.
Sarroing shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant
parameters or required under 40 CFR chapter I, subchapter N or O. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2E (revised 3-19) Page 2

EPA Identification Nunber NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories Brownfield_ O(VBN°.2010-0004
SECTIONOTHER INFORMATION (40• - 122.21
7.1 Use the space below to expand upon any of the above items. Use this space to provide any information you believe the
reviewer should consider in establishing pemit limitations. Attach additional sheets as needed.
Treated effluent from the groundwater treatment system will be discharged to a storm water sewer catch basin on the
facility property. The storm water sewer line discharges into Dairy Branch (stream) located approximately 1,400 ft
southeast of the facility property. Refer to figures included in the NPDES permit application package for catch basin,
`e sewer line, and discharge locations. Documentation of Charlotte -Mecklenburg Storm Water Services approval to
0 discharge into the storm water sewer is included in the NPDES permit application package.
6
8.1
In Column 1 below, mark the sections of Form 2E that you have completed and are submitting with your application.
For each section, specify in Column 2 any attachments that you are enclosing to alert the permitting authority. Note that
not all applicants are required to provide attachments.
Column 1
Colurm 2
❑✓ Section 1: Outfall Location
0 w/ attachments (e.g., responses for additional outfalls)
❑✓ Section 2: Discharge Date
❑ w/ attachments
❑✓ Section 3: Waste Types
❑ w/ attachments
❑✓ Section 4: Effluent Characteristics
❑✓ w/ attachments
❑✓ Section 5: Row
❑ w/ attachments
❑✓ Section 6: Treatment System
❑✓ W attachments
❑✓ Section 7: Other Information
❑✓ W attachments
❑✓ Section 8: Cheddist and Certification Statement
❑ w/ attachments
8.2
Certification Statemen
1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the irA mxation
subn7tted. Based on my inquiry of the person or persons who manage the system or those persons directly
responsible for gathering the infom-ation, the info nkation subrntted is, to the best of my knowledge and belief, true,
accurate, and complete. / am aware that there are significant penalties for subrntting false infom bon, including the
possibility of fine and inprisonment for knoWng violations.
Name (print or type first and last name)
Official title
Scott Drury, PE
Project Manager - Hart & Hickman, PC
Signature A
Date signed
08/04/22
EPA Form 3510-2E (revised 3-19) Page 3

Table A of EPA NPDES Form 2C

EPA Identification Number NPDES Perrrit Number Facility Name OutfalI Nurrber Form Approved 03/05/19
Fulbright Laboratories Brownfield 001 OIvBNo. 20400004
MIT I
Noffim
Effluent
Intake
Waiver
(Optional)
MaArrum
MaDdrrxm
Long -Term
Pollutant
Requested
Units
(specify)
Daily
Monthly
Average Daily
Number of
Long -Term
Number of
(if applicable)
Discharge
Discharge
Discharge
Analyses
Average Value
Analyses
(required)
if available
if available)
❑
Check here if you have applied to your NPDES pen -rifting authority for a waiver for all of the pollutants listed on this table for the noted outfall.
1
Biochemical oxygen demand
❑
Concentration
Mass
(BODs)
2
Chemical oxygen demand
❑
Concentration
Mass
(COD)
Concentration
3.
Total organic carbon (TOC)
✓❑
Mass
C ricentratlol
mg/L
30
4.
Total suspended solids (TSS)
❑
Mass
Concentration
5.
Ammonia (as N)
✓❑
Mass
6.
Flow
❑
Rate
gpd
25000
Temperature (winter)
❑✓
° C
° C
7.
Temperature (summer)
✓❑
°C
°C
pH (minimum)
❑
Standard units
S.U.
6.0
8.
pH (mexdmum)
❑
Standard units
S.U.
9.0
1 Sampling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
required under 40 CFR chapter I, subchapter N or O. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C (Fbvised 3-19) Page 9

Table B of EPA NPDES Form 2C

EPA Identification Nun-ber NPDES Permit Nur ber Facility Name Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
•1
•
• �•'
•1 •• 1][411 2
:41 / •
Presence or Absence
Intake
(check one)
Effl uent
(optional)
Pollutant/Parameter
Testing
Units
m
Long -Term
(and CAS Nun-ber, if available)
Required
Believed
Believed
(speafy)
di
hly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
of
Average
°f
(required)
(if available)
Discharge
Analyses
Value
Analyses
(if available)
❑ Check here if you qualify as a small business per the instructions to Form 2C and, therefore, do not need to subnit quantitative data for any of the organic to)ac pollutants in Sections
2 through 5 of this table. Note, however, that you must still indicate in the appropriate column of this table if you believe any of the pollutants listed are present in your discharge.
Section 1. ToAc Metals, Cyanide, and Total Phenols
1.1
Antimony, total
❑
❑
❑✓
Concentration
mass
(7440-36-0)
1.2
Arsenic, total
El
❑✓
❑
Concentration
mg/L
0.0078
mass
(7440-3i )
1.3
Beryllium, total
❑
❑
✓❑
Concentration
mass
(7440-41-7)
1.4
Cadmium, total
❑
❑
❑✓
Concentration
Mass
(7440-43-9)
1.5
Chromium, total
❑
❑✓
❑
Concentration
mg/L
0.235
Mass
(7440-47-0)
1.6
�pp�-, tatal
El
❑
❑
Concentration
N/lass
(7440-50 8)
1.7
Lead total
El
❑
❑
Concentration
mg/L
0.171
Mass
(7439-92-1)
1.8
Mercury, total
El
❑
✓❑
Concentration
Mass
(7439-97-6
1.9
Mckel total
❑
❑
✓❑
Concentration
Mass
(7440 02-0)
1.10
Selenium, total
❑
❑
✓❑
Concentration
Mass
(778249-2)
1.11
Silver, total
El
El
❑
Concentration
Mass
(74 22-4)
EPA Form 3510-2C (Revised 3-19) Page 11

EPA Identification Nurrber NPDES Permit Nurrber Facility Name Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
TABLE
B. TOXIC NEfALA CYANIDE,
TOTAL PHENOLS,
AND Q%MIC TOXIC
POLLUTANTS (40 CFR
122.21(g)(7)(v))'
PresenceAbsence
(check. -
Pokdant/Pararneter
Units
Nlwdmum
Maximum
Long -Term
Long -
(arid
Absent
Discharge
DischargePresent
-.
available)
I—
(if available)
Mr-,
M..
Mfflffilk MIL
Cyanide, tatal
Section • .. Pollutants r
«
.Compounds)
EPA Form 3510-2C (Revised 3-19) Page 12

EPA Identification Nurrber NPDES Permit Nurrber Facility Name Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
TABLE
B. TOXIC NEfALA CYANIDE,
TOTAL PHENOLS,
AND Q%MIC TOXIC
POLLUTANTS (40 CFR
122.21(g)(7)(v))'
PresenceAbsence
(check one)
Pokdant/Pararrleter
Units
Nlwdmum
Maximum
Long -Term
Long -
(arid
Absent
Discharge
DischargePresent
-.
available)
....-
EPA Form 3510-2C (Revised 3-19) Page 13

EPA Identification Nurrber NPDES Permit Nurrber Facility Narre Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
ONB No. 2040 O
•1
•
• �•'
•1 '• 1][41, 1
:41 / •
Presence or Absence
Intake
(check one)
EfFl uent
(optional)
Pollutant/Parameter
Testing
Units
MaDaily
Ma
Long -Terrrl
L�
(and CAS Nurrber, if available)
Required
Believed
Believed
(may)
Daily
Monthly
Monthly
'°`�i��e
Number
Term
Number
�„��
��
Discharge
Discharge
y
Average
(required)
(if available)
Discharge
Analyses
Value
Analyses
(if available
2.22
Tetrachloroethy ene
❑
❑
❑
Concentration
mg/L
0.00554
Mass
(127-18-4)
2.23
Tduene
❑
✓❑
❑
Concentration
mg/L
0.000291
Mass
(108-88-3)
2.24
1 2-trans-dichloroethy ene
❑
❑✓
❑
Concentration
mg/L
0.291
mass
(156-60-5)
2.25
1,1,1-trichloroethane
❑
El
❑
Concentration
Mass
(71-55-6)
2.26
1,1,2-trichloroethane
El
El
El
Concentration
mass
(79-00-5)
2.27
Trichloroethy ene
❑
❑
❑
Concentration
mg/L
0.0745
Mass
(79-01-6)
2.28
Vny chloride
❑
✓❑
❑
Concentration
mg/L
0.178
Mass
(75-01-4)
Section 3. Organic Toxic Pollutants (GGMS Fraction
—Acid Compounds)
3.1
2-chloropherd
❑
❑
❑
Concentration
Mass
(95-57-8)
3.2
2 4-dichlorophenol
❑
❑
In/
Concentration
Mass
(120-83-2)
3.3
2 4-dimethy phend
❑
El
El
Concentration
Concentration
(105-67-9)
3.4
4,6-dinitro�cresol
❑
El
❑
Concentration
Mass
(534-52-1)
3.5
2,4-dinitrophenol
❑
El
❑✓
Concentration
Mass
(51-28-5)
EPA Form 3510-2C (Revised 3-19) Page 14

EPA Identification Nurrber NPDES Permit Nurrber Facility Name Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
TABLE
B. TOXIC NEfALA CYANIDE,
TOTAL PHENOLS,
AND Q%MIC TOXIC
POLLUTANTS (40 CFR
122.21(g)(7)(v))'
PresenceAbsence
(check. -
PoIlLitant/Pararrieter
Units
Long -
(and .-available)-.
-•:.
Monthly
Termn
.-
Present
Absent
Discharge
DischargeDaily
-.
available)
available)
_----_-
_----_-
IMM
EPA Form 3510-2C (Revised 3-19) Page 15

EPA Identification Nurrber NPDES Permit Nurrber Facility Narre Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
TABLE
B. TOXIC NEfALA CYANIDE,
TOTAL PHENOLS,
AND Q%MIC TOXIC
POLLUTANTS (40 CFR
122.21(g)(7)(v))'
PresenceAbsence
(check one)
Pokdant/Parameter
Units
Nlwdmum
Maximum
Long -Term
Long -
(and
Absent
Discharge
DischargePresent
-.
available)
available)
( • • • - - • ether
;���
• •- •
__-_-_-_-___-_
4-chlorophen� pheN ether
W., I WAR "I", is
•- • . ..a -
Ma�
• •a •
_----_-
_----_-
1
EPA Form 3510-2C (REvised 3-19) Page 16

EPA Identification Nurrber NPDES Permit Nurrber Facility Nacre Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
TABLE
B. TOXIC METALS, CYANIDF,
TOTAL PHENOLS,
AND ORGANIC TOXIC
POLLUTANTS (40 CFR
122.21(g)(7)(v))'
PresenceAbsence
(check. -
Pokdant/Pararrleter
Units
Nlwdmum
Maximum
Long -Term
Long- I
G8S Nun-ber, if available)
Believed
Believed
(speciffy)
Daily
Monthly
Average
Term
Present
Absent
Discharge
Discharge(arid
-.
available)
I—
(if available)
Mr-,
M.,
Deth� phthalate
Dn-eth� phthalate
_----_-
6161
• .. -
:�
���
W.I. •- •
_----_-
1
1
razjne
•
���
• •- •
_----_-
• • • - - / • •
EPA Form 3510-2C (Revised 3-19) Page 17

EPA Identification Nurrber NPDES Permit Nurrber Facility Nacre Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
TABLE
B. TOXIC NEfALA CYANIDE,
TOTAL PHENOLS,
AND Q%MIC TOXIC
POLLUTANTS (40 CFR
122.21(g)(7)(v))'
PresenceAbsence
(check. -
Pokdant/Parameter
Units
Nlwdmum
Maximum
Long -Term
Long -
(arid
Absent
Discharge
DischargePresent
-.
available)
-
....ggall
EPA Form 3510-2C (Revised 3-19) Page 18

EPA Identification Nurrber NPDES Permit Nuntw Facility Name Outfall Nurrber
Fulbright Laboratories Brownfields 001
• `•• • II IC�1•
* : -1
•111
Lei=
0 • �•'
1 •• I•'
/ •
Presence or Absence
I
Intake
(check one)
Effl uent
(optional)
Pollutant/Parameter
Testing
Units
Maxtr tm
MaxtrTx�m
Long -Tet111
(and CPS Nurrber, if available)
Required
Believed
Believed
(may)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
y
Average
(required)
(if available)
Discharge
Analyses
Value
Analyses
(if available
1,2,4-tdchlorobenzene
El
❑
❑
Concentration
Mass
I4.46 (120-82-1)
Section 5.Organic To)ac Pollutants (GC/MS Fraction
—Pesticides)
Alddn
Concentration
5.1
❑
❑
❑
Mass
(309-00-2)
5.2
a-BHC
❑
❑
✓❑
Concentration
mass
(319-84-6)
5.3
El
❑
❑✓
Conoentration
3B�7)
5.4
V-BHC
❑
❑
✓❑
Conoentration
Klass
(58-89-9)
5.5
b-BHC
❑
❑
❑✓
Conoentration
Mass
(319-86-8)
5.6
Chlordane
El
El
❑
Concentration
Mass
(57-74-9)
5.7
4 4'-DDT
❑
❑
❑✓
C -loentration
Mass
(50-29-3)
5.8
4 4'-DDE
El
❑
0Conoentration
Mass
(72-55-9)
5.9
4 4'-DDD
El
❑
In/
Concentration
(72-54-8)
5.10
Ddddn
❑
❑
In/
Concentration
Klass
(60-57-1)
5.11
a-endosulfan
❑
❑
❑
Conoentration
Klass
(115-29-7)
EPA Form 35142C (Revised 3-19) Page 19

EPA Identification Number NPDES Permit Nurrber Facility Nacre Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
OK/B No. 2040 O
•1
Pollutant/Parameter
(and CAS Nurrber, if available)
•
Testing
Required
• �•'
Presence or Absence
(check one)
1 •• I•'
I
Units
(may)
/ •
EfFl uent
Intake
(optional)
Believed
�„��
Believed
��
it
Nha� Daily
Daily
Discharge
(required)
Maximum
Monthly
Discharge
(if available)
Long -TerYYI
'°`�i��e
y
Discharge
(if available
Number
Analyses
L�
Term
Average
Value
Number
Analyses
5.12
R-endosulfan
(115-29-7)
El
❑
❑
Concentration
Mass
5.13
Endosulfan sulfate
(1031-07-8)
El
❑
El
Concentration
Mass
5.14
grin
(72-20-8)
❑
❑
❑✓
Concentration
Mass
5.15
Endlin aldehyde
(7421-93-4)
❑
❑
❑✓
Concentration
Mass
5.16
Heptachlor
(76-44--8)
❑
ElMass
El
Concentration
5.17
Heptachlor epo)ade
(1024-57-3)
❑
❑
❑✓
Concentration
Mass
5.18
PCB-1242
(53469-21-9)
❑
❑
✓❑
Concentration
Mass
5.19
PCB-1254
(11097-69-1)
❑
❑
❑✓
Concentration
Mass
5.20
PCB-1991
(11104-28-2)
❑
❑
0
Concentration
Mass
5.21
PCB-1232
(11141-16-5)
❑
El❑�
Concentration
Mass
5.22
PCB-1248
(12672-29-6)
❑
❑
❑✓
Concentration
Mass
5.23
PCB-1260
(11096-82-5)
❑
❑
0
Concentration
Mass
5.24
PCB-1016
(12674-11-2)
❑
❑
0
Concentration
Mass
EPA Form 3510-2C (Revised 3-19) Page 20

EPA Identification Number NPDES Permit Number Facility Nacre Outfall Nurrber
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
O /B No. 2040 O
•1
•
• �•'
1 •• I•'
/ •
Presence or Absence
I
Intake
(check one)
EfFl uent
(optional)
Pollutant/Parameter
Testing
Units
Max�r>x�m
MaxtrTx�m
Long -Tet1Y1
Lrm
(and CAS Nurrber, if available)
Required
Believed
Believed
(may)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
y
Average
(required)
(if available)
Discharge
Analyses
AnalysesAnalyses(if
available
Toxaphene
5.25
❑
❑
✓❑
Concentration
Mass
(8001-35-2)
Sampling shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
required under 40 CFR chapter I, subchapter N or O. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C (Revised 3-19) Page 21

Table C of EPA NPDES Form 2C

EPA Identification Number NPDES Permit Number FaaIity Name Outfall Number
Fulbright Laboratories Brownfields 001
Form Approved 03/05/19
OfVB No. 2040 0004
■
Presence or Absence
Intake
(check one)
Effluent
(Optional)
Pollutant
Believed
Believed
Units
(specify)
Mwdrnrn Daily
Mawmum
La
Long -Tenn
PresentPresent�
Absent
Monthly
Aver -age Daily
Number of
Average
Number of
(required)
Discharge
Discharge
Analyses
Value
Analyses
if available
if available
here if you believe all pollutants on Table C to be present in your discharge from the noted outfall. You need not oomplete the "Presence or Absenod' oolurrn of Table C for
El
each pollutant.
each
❑ Check here if you believe all pollutants on Table C to be absent in your discharge from the noted outfall. You need not complete the "Presence or Absence" column of Table C for
each pollutant.
1.
Bromide
El
❑
Conentration
Mass
(24959-67-9)
2.
Chlorine, total
❑
ElConcentration
mass
residual
a
Color
❑
❑
Concentration
NHS
4.
Fecal coliform
❑
❑
Concentration
NHS
-
Fluoride
❑
❑
Concentration
N/lass
(169gq"g )
6
Nitrate -nitrite
❑
❑
Concentration
Mass
Nitrogen, total
El
Concentration
Concentration
N/lass
organic (as N)
8.
Oil and grease
❑
❑
Concentration
Klass
9.
Phosphorus (as
El
❑
Concentration
K/lEISS
P), total (7723-14-0)
10.
Sulfate (as SO4)
❑
❑
Concentration
MEISS
(14808-79-8)
11.
Sulfide (as S)
El
ElK/lass
Concentration
EPA Form 3510-2C (Revised 3-19) Page 23

EPA Identification Nurrfber NPDES Permit Number Facility Narre Outfall N rater
Fulbright Laboratories Brownfields 001
•� • 1� 1 111�
tti�� F• - • lll • F• - • • r
■
Pollutant
Presence or Absence
(check one)
UnitsBelieved
(specify)
Eftent
Intake
(Optional)
Present
Believed
Absent
NWdirr xn Daily
Di
(required)
Maximum
Monthly
Monty
Discharge
if available
Long -Term
Average Daily
Discharge
if available
Number of
Analyses
Long -Term
AverageNumber
Value
of
Analyses
12.
Sulfite (as SOI
(14265463)
❑
❑
Concentration
K/leSS
13.
Surfactants
❑
❑
Cor m tration
Mass
14.
Aluminum total
(7429-90-5)
❑
❑
Concentration
Mass
15.
Barium, total
(7440-39-3)
❑
❑
Concentration
Mass
16.
won total
(7440.42-8)
❑
❑
Concentration
Mass
17.
Cobalt, total
(744&48-4)
❑
❑
Concentration
Mass
18.
Iron total
(7439-80-6)
El
Concentration
Concentration
Mass
19
Magnesium, total
(7439-954)
❑
❑
Concentration
Mass
20.
Molybdenum,
total
439-98
❑
❑
Concentration
Mass
21.
Manganese, total
(7439-9&5)
El
❑
Concentration
Mass
22
Tin total
(7440-31-5)
❑
❑
Concentration
Mass
23
Titanium, total
(7440-32-6)
❑
❑
Concentration
Mass
EPA Form 3510-20 (RaOsed 3-19) Page 24

EPA Identification Number NPDES Permit Nurnber FaaIity Name Outfall Number
Fulbright Laboratories Brownfields 001
R• 1� 1 111�
tti�� F• - •L k • F• - • •
■
Presence or Absence
Intake
(cheat one)
Effluent
(Optional)
Pollutant
Believed
Believed
Units
(specify)
Wdrnuri Daily
IV4v°m
Long -Term
Present
Absent
Discharge
Monthlyy
erageem, Daily
Average
Number of
Average
Number of
(required)
Discharge
Discharge
Analyses
Value
Analyses
if available
if available
24.
Radioactivity
Alpha, total
❑
❑
Concentration
Mass
Beta, total
❑
❑
Concentration
Mass
Radium, total
El
❑
Concentration
Mass
Radium 226, total
❑
❑
Concentration
Mass
1 Sarroing shall be conducted according to sufficiently sensitive test procedures (i.e., methods) approved under 40 CFR 136 for the analysis of pollutants or pollutant parameters or
required under 40 CFR chapter I, subchapter N or O. See instructions and 40 CFR 122.21(e)(3).
EPA Form 35142C (Revised 3-19) Page 25

Table 1
Summary of Groundwater Analytical Data
Fulbright Laboratories Brownfields Property
1919, 1923, and 1933 South Boulevard
Charlotte, North Carolina
H&H Job No. SLC-001
Downgradient of
Proposed Subgrade
Evaluation Area
Former Chemical Mixing Building
Downgradient of H&H Auto
Proposed Elevator Pits
Screening Criteria
Atherton Mill
Generator Room
Sample ID
TMW-1
TMW-2 / GW-DUP
TMW-3
TMW-4
TMW-6
TMW-7
TMW-8
Surface Water
2L Standard ���
Criteria
Date
8/24/2021
4/1 /2022
3/31 /2022
4/1 /2022
4/1 /2022
Units
pg/L
VOCs (8260D)
Acetone
7.23
<18.0
<18.0
-
11.0
3.60 J
5.81
9.27
-
6.75
6,000
2,000 4
Chloroform
<0.220
<2.20
-
<2.20
-
<0.220
<0.220
-
0.248 J
-
<0.220
--
<0.220
70
2,000 3)
1,1-Dichloroethane
0.427 J
<2.40
<2.40
-
<0.240
<0.240
-
<0.240
-
<0.240
-
<0.240
6
100141
1,1-Dichloroethene
<0.150
3.52 J
--
4.27 J
--
<0.150
<0.150
-
<0.150
-
<0.150
-
<0.150
350
20,000 (3)
cis-1,2-Dichloroethene
<0.200
2,390
-
2,280
-
<0.200
<0.200
-
0.428 J
-
<0.200
--
0.207 J
70
60 (4)
trans- 1,2-Dichloroethene
<0.180
273
-
291
-
<0.180
<0.180
--
<0.180
<0.180
-
<0.180
100
4,000(3)
Methyl Ethyl Ketone (MEK)
<0.710
<7.10
--
<7.10
--
1.46 J
<0.710
--
1.62 J
--
<0.710
--
<0.710
4,000
26,00014)
Naphthalene
<0.470
5.42 J
<4.70
--
<0.470
<0.470
-
<0.470
-
<0.470
-
<0.470
6
12 (4)
Tetrachloroethene
<0.220
4.24 J
5.54
-
<0.220
<0.220
--
4.95
-
0.221 J
-
0.617
0.7
3.3 (2)
Toluene
<0.220
<2.20
<2.20
-
<0.220
<0.220
0.291 J
-
<0.220
--
<0.220
600
11 (2)
Trichloroethene
0.215 J
67.9
74.5
<0.180
<0.180
2.51
-
0.554
0.832
3
30 (2)
Vinyl Chloride
<0.170
167
<0.170
<0.170
<0.170
--
<0.170
-
<0.170
0.03
2.4 (2)
SVOCs (8270E)
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
Metals (6020B/7470A)
Unfiltered
Filtered
Unfiltered
Filtered
Unfiltered
Filtered
Unfiltered
Filtered
Unfiltered
Filtered
Unfiltered
Filtered
Unfiltered
Filtered
Arsenic
0.568 J
0.663 J
0.389 J
0.519 J
0.413 J
1.15
0.981 J
1.49
0.711 J
3.16 J
<2.45
2.53 J
<2.45
7.80
1.20
10
10(2)
Barium
109
97.2
79.1
94.3
79.7
136
117
155
95.9
220
128
417
181
820
140
700
21,000 4�
Cadmium
<0.160
<0.160
<0.160
<0.160
<0.160
<0.160
<0.160
<0.150
<0.150
<0.750
<0.750
<0.750
<0.750
<0.750
<0.150
2
0.3112,1>
Cr+3 = 53.4 (2,h,d)
Chromium (Total)
4.58
5.44
<0.790
4.85
<0.790
18.0
4.26
3.37
<1.00
85.3
25.5
22.4
<5.00
235
1.25 J
10
Cr+6 = 11 (2,h,d)
Lead
0.689 J
0.684 J
<0.260
0.731 J
<0.260
5.32
1.45
4.19
0.663 J
32.1
6.70
24.9
5.27
171
1.41
15
1.62 (2,h,d)
Mercury
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
<0.00007
1
0.01212)
Selenium
<0.740
<0.740
<0.740
<0.740
<0.740
1.45 J
<0.740
<2.30
<2.30
<11.5
<11.5
<11.5
<11.5
<11.5
<2.30
20
5 (2)
Silver
<0.110
<0.110
<0.110
<0.110
<0.110
<0.110
<0.110
0.439 J
<0.130
<0.650
<0.650
<0.650
<0.650
<0.650
<0.650
20
0.0612,d>
Notes
1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Standard (21- Standard) from table dated April 2022.
2) NC 15A North Carolina Administrative Code 02B.0202 Surface Water Quality Standard (26 Standard) for Class C Surface Waters from table dated July 2021.
Lowest potentially applicable value presented (including chronic values for cadmium, chromium, lead, and silver)
- There is no established 2B Standard for total chromium. Trivalent chromium (Cr+3) and hexavalent chromium (Cr+6) are presented in table
h) hardness -dependent dissolved metal 2B Standard (derived using the DEQ Hardness -Dependent Metal Calculator and an EPA -published median hardness of 67 mg/L for Little Sugar Creek)
(d) = dissolved metal standard. See 15A NCAC 02B .0211 for more information.
3) EPA National Recommended Water Quality Criteria for Aquatic Life & Human Health for Class C Surface Waters from table dated July 2021
4) North Carolina In -Stream Target Values for Surface Waters for Class C Waters from table date July 2021.
Concentrations are in micrograms per liter (pg/L) and are reported to the laboratory method detection limits.
With the exception of metals, only constituents detected in at least one sample are shown in the table above.
Bold value exceeds the 2L Standard. Note that only filtered sample data are compared to 2L standards for metals due to elevated turbidity in the groundwater.
Shaded value exceeds the applicable surface water screening criteria. Note that only the filtered sample data are compared to dissolved metal 2B Standard (for metals with a dissolved metal 2B standard).
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; -- = not applicable; BDL = below the laboratory method detection limit
"J" flag= Estimated concentration between the laboratory method detection limit and the laboratory reporting limit
Table 1
https://harthick.sharepaint.com/sites/MasterFiles-1/5hared Documents/AAA-Master Projects/Southern Land Company (SLC)/SLC-0015outh Boulevard Assemblage/NPDES Permit/GW Data
6/28/2022 Hart & Hickman, PC

SITE �'�+
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Copyright.© 201`3 National veogphic Societ�ycubed
TITLE
0 2,000 4,000 SITE LOCATION TOPOGRAPHIC MAP
NPROJECT
SCALE IN FEET
FULBRIGHT LABORATORIES BROWNFIELDS PROPERTY
1919, 1923, AND 1933 SOUTH BOULEVARD
U.S.G.S. QUADRANGLE MAP CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street - Suite 100
CHARLOTTE WEST, NORTH CAROLINA 2013 hart 0-11,w hlckman Charlotte, North Carolina28203
CHARLOTTE EAST, NORTH CAROLINA 2013 �oass # C-1 69 / # C-245 Gee o
SMARTER ENVIRONMENTAL SOLUTIONS License # C-1269 / # C-245 Geology
QUADRANGLE DATE: 06-28-22 REVISION NO: 0
7.5 MINUTE SERIES (TOPOGRAPHIC) JOB NO: SLC-001 FIGURE NO: 1

P
� l
Y
s '
SULLIVAN'S STEAKHOUSE
(1928 SOUTH BOULEVARD)
� r
ri .
L
(1909 SOUTH
of
y S�`
MULTI -TENANT COMMERCIA
TYBER CREEK PUB (1919 SOUTH BOULEVARD)
(1933 SOUTH BOULEVARD)
VACANT COMMERCIAL
(1923 SOUTH BOULEVARD)
a
b
r-
O
i _ f
1 ,
TMW-1 r, TMW
PROPOSED ELEVATOR SHAFT PITS TMW-6
A►
TMW-7
/ PROPOSED SUB -GRADE i
E. TREMONT AVENU
Mlrin�-r�-vvron rvurvur�l Ivrv�
(217 E. TREMONT AVENUE)
LEGEND
x SITE PROPERTY BOUNDARY
PARCELBOUNDARY
r APPROXIMATE LOCATION OF
CHEMICAL MIXING BUILDING (1951
AND 1953 SANBORN MAPS)
APPROXIMATE LOCATION OF
FORMER GASOLINE UST (1929
` SANBORN MAP)
CATCH BASIN
TEMPORARY MONITORING WELL
PROPOSED ELEVATOR PIT AND
�� GENERATOR ROOM LOCATION
&a
INT COMMERCIAL PROP
912 CLEVELAND AVENU
NOTES
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS (2021).
2. UST = UNDERGROUND STORAGE TANK
2EATMENT
ON
APPROXIMATE
j 0 40 80
J
SCALE IN FEET
TITLE
SITE MAP AND
TEMPORARY MONITORING WELL LOCATIONS
LTI-TENANT COMMER(;PROJECT IAL FULBRIGHT LABORATORIES
102 SOUTH BOULEVARD) BROWNFIELDS PROPERTY
CHARLOTTE, NORTH CAROLINA
/ 4 2923 South Tr1'on Street -Suite 100
rt hickman Charlottc,NorthCarolina282O3
704-586-0007(p) 704-586-0373(f
SMARTER ENVIRONMENTAL SOLUTIONS Liccnse # C-1269 / #C-245 Gcolop
DATE: 6-21-22 REVISION NO. 0
JOB NO. SLC-001 FIGURE NO. 2

SITE
Jr fL�
PROPOSED REMEDIATION TREATMENT
SYSTEM DISCHARGE LOCATION
CATCH BASIN - STRUCTURE ID: ULS003-0831
35o 12-35" N, 80o5l'36" W
rr
r
.0
>
14 1/
%
X
PROPOSED NPDES DISCHARGE LOCATION
END SECTION OUTLET -
STRUCTURE ID: ULS003-SWO262834
35'12'23" N, 80'5 121 W
� STREAM NAME: DAIRY BRANCH
STREAM INDEX: 11-137-8-1
CONVERGENCES WITH LITTLE SUGAR CREEK
APPROXIMATE LENGTH: 1.5 MILES
>
LEGEND
SITE PROPERTY BOUNDARY
0 STORM STRUCTURE (ACTIVE)
— STORM PIPE (ACTIVE) APPROXIMATE
0 150 300
STORM SEWER FLOW PATH FROM TREATMENT SYSTEM SCALE IN FEET
DISCHARGE TO NPDES DISCHARGE LOCATION
STREAM (DAIRY BRANCH) TREATMENT SYSTEM AND NPDES DISCHARGE
LOCATIONS MAP
PRO,JFCT FULBRIGHT LABORATORIES
BROWNFIELDS PROPERTY
CHARLOTTE, NORTH CAROLINA
0% Ad 1113 South Tryon S,,c,t-Suitt 100
hart hickman Charlottc, -North Carolina 28203
w 704-586-0007(p) 704-586-0373(o
NOTE: STORM WATER SEWER BASE MAP OBTAINED FROM THE SMARTER ENVIRONMENTAL SOLU'1014S License # C-1269 / #C-245 Geology
CITY OF CHARLOTTE'S GIS CHARLOTTE EXPLORER (CLTEx)
DATE: 6-21-22 REVISION NO. 0
JOB NO. SLC-001 FIGURE NO. 3

Attachment A
Designation of H&H as Authorized Representative for South End Charlotte Owner, LLC

SOUTHERN LAND
COMPANY
Hart & Hickman, PC
2923 S Tryon Street, Suite 100
Charlotte, NC 28203
Attn: Mr. Bo Cappleman, PG, Due Diligence Manager
Re: Representative Authorization for NPDES Permit Application
Fulbright Laboratories Brownfields Property
1923 South Blvd
Charlotte, NC28203
Dear Bo:
3990 HILLSBORO PIKE, SUITE 400
NASHVILLE, TN 37215
OFFICE: 615.778.3150
FAX: [phone]
W W W.SOUTHERNLAND.COM
Southern land Company, LLC, as manager of South End Charlotte Owner, LLC (permit applicant)
authorizes Hart & Hickman, PC to act as its representative for the purpose of submitting a NPDES permit
application to the NC Department of Environmental Quality for direct discharge of treated groundwater
generated during redevelopment construction activities at the Fulbright Laboratories Brownfields
Property site located at 1919, 1923, and 1933 South Boulevard in Charlotte, North Carolina.
If you have any questions regarding this authorization or require additional information, please contact
me at 615-778-3933 or via email at [e-mail].
Sincerely,
Mich el McNally

Attachment B
CMSWS Approval for Discharge to Storm Water Sewer System

Charlotte -Mecklenburg
STORM
WATER
Services
June 27, 2022
NC Department of Environmental Quality
Mooresville Regional Office
Division of Water Resources - Water Quality Permitting Unit
610 E. Center Avenue
Suite 301
Mooresville, NC 28115
StormWater.CharMeck.org
Re: NPDES permit application - request to discharge into the City of Charlotte municipal
stormwater system at 1923 South Boulevard
Division of Water Resources:
Regarding Southern Land Company, LLC's request (submitted by Hart & Hickman) in their
NPDES permit application to discharge treated water from a remediation system at the
above -referenced location into Charlotte's stormwater system, Charlotte Mecklenburg
Storm Water Services (CMSWS) approves the discharge.
CMSWS would like to make the permittee and NC DEQ aware of the following
considerations and information:
• CMSWS reserves the right to access, inspect, sample, and review documentation
regarding the groundwater treatment system at any time.
• In the event of an illicit discharge, bypass, or exceedance of permit discharge limits,
Southern Land Company, LLC or its consultant shall immediately notify CMSWS and
immediately implement corrective actions.
• CMSWS reserves the right to rescind approval of discharge to the City of Charlotte's
MS4 for due cause including gross improper operation of the system, an established
trend of discharge limit exceedances, failure to provide notification of illicit
discharges and system bypasses, and similar reasons.
• CMSWS does not guarantee adequate capacity is available to permitted dischargers
to keep any property or street free of water or harm as a result of this discharge. It is
recommended that if discharge flows are anticipated to be high, the discharger
should avoid discharging during wet weather.
• CMSWS takes no responsibility for backflows from the public drainage system into
the permitted discharger's system.
If you have any questions, please contact Andrew DeCristofaro at [phone].
0 •
~1 2145 Suttle Avenue 600 East 4th Street
- Charlotte, NC 28208 Charlotte, NC 28202
charlottenc.gov

NC DEQ - Division of Water Resources
June 27, 2022
Page 2
Sincerely,
Andrew DeCristofaro
Water Quality Program Specialist
Charlotte -Mecklenburg Storm Water Services
City of Charlotte
cc: Scott Drury, Hart & Hickman
Craig Miller, CMSWS

Attachment C
Groundwater Treatment System Schematic and
Drawings/Information Sheets for Treatment System Components

POWER
DISTRIBUTION ----
PANEL
CONTROL PANEL
PANEL SWITCHES PANEL LIGHTS / INDICATORS
HOA EQT TRANSFER PUMP
HOA EXTRACTION WELL PUMP
OEQT TRANSFER PUMP OPERATING
ODEWATERING PUMP(S) OPERATING
I
I
I
INFLUENT FROM EXTRACTION
WELLS (GROUNDWATER WITH VOCS----------------------------------------------------1
AND/OR DISSOLVED METALS)
EXTRACTION
WELL
EXTRACTIOP
PUMP
�rrwuvi uia�.nr�Ru�
TO CATCH BASIN
LEGEND
®
TOTALIZING FLOW METER (LIQUID)
SH
PRESSURE SWITCH HIGH/HIGH
PI
PRESSURE INDICATOR
®H
LEVEL SWITCH HIGH/HIGH
®
LEVEL SWITCH HIGH
®
LEVEL SWITCH LOW
GATE/BALL VALVE
CHECK VALVE
SAMPLE PORT
ELECTRIC/CONTROL LINE

Po1v Tank Poly Roll -Off OR-1000T"' 6300
Overview:
Rain For Rent's 6,300-gallon Poly Roll -Off OR-1000TM tank is
made from cross -linked polyethylene for superior durability,
safety, and chemical resistance. It is an ideal storage solution
for adding liquid capacity to tight job areas. The versatility of
options for unloading this tank via roll -off truck transport and
forklift, allow it to be placed most areas where other poly tanks
cannot be easily positioned. The internal OR-1000Tm lining is
designed to hold up to some of the most aggressive industrial
chemical storage applications.
Features:
• 6,30Ogal (150BBL) high capacity storage volume
• Rotomolded XPLE seamless tank construction with OR-1O0OTm
inner tank lining for superior chemical resistance
• Heavy duty steel tank cage allowing chemical storage up to S.G. 1.9
• Roll -off skid base with 6" x 12" Forklift pockets for easier
transportation and loading/unloading
• Sealed 24" manways with 8" pressure relief vent for vapor tight
storage applications
• 2 x 4" IMFO flanged drain connections
• Front & Rear OSHA -compliant ladder access to the rooftop
connections
Specs:
Material
XLPE w/ OR-1000Tm Liner
Capacity
6,300 gallons
Manways
(2) 24" Sealed Manways:
8" pressure relief vent
Dry weight
10,600 lbs.
Footprint: (LxWxH)
250" x 102" x 102"
a
r- -- -..-
Accessories:
• E-Contain® Spillguards
• SoliclGround®Traction mats
• Spillguard Hose Bridges
• Radar Level Gauge
• Mechanical Level Gauge
• AODD Pumps
• Chemical Suction/Discharge Hoses
• PipeStax®
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
THE SPECIFICATIONS CONTAINED IN THIS SHEET ARE OPERATING GUIDELINES AND ARE INTENDED TO BE GENERAL
REPRESENTATIONS OF EQUIPMENT CAPABILITIES. ACTUAL PERFORMANCE WILL VARY BASED UPON SYSTEM APPLICATION,
AGE OF EQUIPMENT, MANUFACTURER, AND OPERATION.
Liquid Ingenuity®
800-742-7246
rainforrent.com

Steel Tank
Overview:
Store liquids with confidence with Rain for Rent's Flat Top
Smooth Wall tank. Permanently attached axles, for maximum
maneuverability, allows this tank to be moved with ease on the
jobsite. The staircase ensures proper protection for workers on
site. The tank also offers optional epoxy coating, which offers
chemical resistance and additional cleanliness for sensitive
environmental applications.
Features:
• Vapor Tight Tanks: rated to 16oz/in2 of pressure and
0.4oz/in2 of vacuum
• V-drain floor with front and rear 4" 150-lb flanges with valves
• OSHA Compliant Stairway
• 1.5" SCH80 level gauge port
• 8" External manifold or internal manifold
• Rear 3" or 6" SCH40 fill line
• Optional: Epoxy Coating - chemical resistance for a wide
variety of chemical compatibility and keeps stored product
within the tank cleaner
• Optional: Steam Coils
Specs:
Material
Steel, Epoxy Coated
(Option)
Capacity
21,000 gallons
Manways
Four 22" hatches
Dry weight
29,500 lbs.
Footprint (LxWxH):
560" x 102" x 120"
PASSENGER SIDE VIEW
DRIVER SIDE VIEW
Flat Top Smooth Wall
I�
Z
r
Accessories:
• E-CONTAIN®Spillguards
• SolidGround®Traction Mats
• Radar Level Gauge
• Mechanical Level Gauge
• PipeStax®
• HoseTrax®
• Suction and Discharge Hose
120.4
— o
i 101.7"
FRONT VIEW
5"
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
Rain for Rent is a registered trademark of Western Oilfields Supply Company. Features and specifications are subject to change without notice.
REAR VIEW
Liquid Ingenuity,
800-742-7246
rainforrent.com

Bag Filter
Overview:
The BF100 bag filter unit features one bag filter tank and
utilizes 7" x 30" bag filters for superior filtration from 100 to 1
micron for flows up to 100 GPM.
Features:
• No moving parts
• Skid mounted
• Fitted with bleed valves and pressure gauges
• Chambers constructed of 304 Stainless Steel
• Piping constructed of 304 stainless steel
• Stainless Steel inlet and outlet manifolds
Specs:
Max Flow
100 GPM
Material
Stainless Steel
Max PSI
125 PSI
Dry weight
325 lbs.
Footprint:
48" x 36"
Inlet x outlet
2" x 2" Flange
Accessories:
• Spillguard
• Suction and Discharge Hoses
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS
Rain for Rent is a registered trademark of Western Oilfields Supply Company. Features and specifications are subject to change without notice.
BF100
Liquid Ingenuity,
800-742-7246
rainforrent.com

Enviro-Equipment Inc.
10120 Industrial Drive
Pineville NC 28134
HPP-1000 SPECIFICATIONS
Overall Height
715„
Vessel/Internal
Polyetheylene /
Piping Materials
SCH40 PVC
Diameter
36"
Internal Coating
Polyamide Epoxy
Resin
Inlet / Outlet
2"
External Coating
Polyetheylene
(FNPT)
Drain / Vent (FNPT)
OPT
Maximum
xi um Pressure /
125 PSIG / 1200 F
mp
GAC Fill (lbs)
1,000
Cross Sectional Bed
6.7 FT'
Area
Shipping /
Operational Weight
1,225/3,020
Bed Depth/Volume
5 FT / 33 FT
(lbs)
G
U)
a
a
0
0
a�
a�
a
PRESSURE DROP GRAPH
(As Fffled 8*30 GA Q
,� 21 31 11
Flow Rate (GPM)
Inleti4utlet

Enviro-Equipment Inc.
10120 Industrial Drive
Pineville NC 28134
PRODUCT BULLETIN
800 Mesh Liquid Phase Reactivated Carbon
Reactivated Granular Activated Carbon (GAC) (8 x 30) is a hard, reactivated, carbon manufactured
from pooled spent carbon which is recommended for a variety of waste water and process water
treatment. It efficiently removes chlorine, taste and odor compounds, and volatile organics, even
with brief contact times.
50
45
cL
w 40
LO 35
m
LL 30
0
25
LL
w 20
rl
Q 15
= 10
a
❑ 5
DOWNFLOW PRESSURE DROP
2 3 4 5 6 7 8 9 10
SUPERFICIAL VELOCITY, GPM FT
TYPICAL PHYSICAL PROPERTIES / SPECIFICATIONS
Iodine Number, Min 800
Bulk Density, Min (lbs per cubic foot) 29-31
Particle Size — mesh size 8x30
Moisture, max as packed- % w/w 2%
STANDARD PACKAGING: 551b or 27.51b POLYLINED POLYPROPYLENE BAGS. 2001b FIBER
DRUMS. 10001b SUPERSACKS.
This information is offered solely for your consideration and verification. It has been gathered from reference materials and/or test procedures and
is believed to be true and accurate. None of this information shall constitute a warranty or representation, expressed or implied for which we assume
legal responsibility or that the information or goods is fit for any particular use either alone or in combination with other goods or processes.

( 0 HS-200
HYDROSIL
LIQUID PHASE - ORGANOCLAY
INTERNATIONAL LTD.
Hydrosil's HS-200 for liquid phase filtration shall be 8 x 14 or 14 x 40
mesh zeolite impregnated with a proprietary ingredient. The HS-200 is
commonly used in remediation systems, oil water separators, pump and
APPLICATIONS
treat systems. The HS-200 targets hydrocarbons, heavy metals, oils and
greases, and aromatic and aliphatic compounds.
Groundwater
Industrial Water Reuse
Organoclay, also known as HS-200, is a sorbent media which is designed
to remove organic components. The media is a naturally occurring
Surface Water
mineral which is chemically alternated to create a unique surface on the
Landfills
mineral.
Emergency Spills
Organoday Pressure Drop
A
BENEFITS
Does not swell
Does not support biological growth
Prolongs life of activated carbon
Cost effective
More active ingredient per sq. foot
than other organoclays
Standard Packaging:
• 1 ft3 box (58 Ibs)
• 6.7 ft3 drums (400 Ibs)
• 34.5 ft3 supersacks (2000 Ibs)
125 Prairie Lake Rd,
East Dundee, IL 60118
16
m 14
0 12
L 10
8
c 6
2
4
v
2
0
v 0
a
14x40
8x14
5 10 15
Superficial Velocity (gpm/ft2)
Typical Physical Properties
Apparent Density, lb./ft3
58
Standard Mesh Size
8 x 14, 14 x 40
Thermally Stable, °F
33 — 170
Mohs Scale
4.0
Specific Surface, ft2/g
431
pH Stable Range
4-10
sales@ hydrosilintl.com
www.hydrosilintl.com
20
1.847.844.0680
1.800.PURPLE.1

Attachment D
Analytical Data for Site Groundwater Samples

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled: 8/24/2021 14:35
Test
Results
Units
MDL
MQL
DF
Date / Time
By Analytical
Analyzed
Method
Arsenic
0.5683
Ng/L
0.170
1.00
1
08/26/2116:45
EDV 6020E
Barium
109
ug/L
0.810
10.0
1
08/26/2116:45
EDV 6020B
Cadmium
<0.160
Ng/L
0.160
1.00
1
08/26/2116:45
EDV 6020E
Chromium
4.58
ug/L
0.790
2.00
1
08/26/2116:45
EDV 6020B
Lead
0.6893
Ng/L
0.260
1.00
1
08/26/2116:45
EDV 6020E
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
08/30/21 16:10
EDV 7470A
Selenium
<0.740
Ng/L
0.740
5.00
1
08/26/2116:45
EDV 6020E
Silver
<0.110
ug/L
0.110
1.00
1
08/26/2116:45
EDV 6020B
Qualifiers/ DF Dilution Factor
Definitions L Limit Exceeded
J Estimated value
MQL Method Quantitation Limit
Page 25 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled:
8/24/2021
14:35
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
7.23
Ng/L
1.80
5.00
1
09/01/21 03:37
JLB
V8307
Acrolein
<2.00
ug/L
2.00
5.00
1
09/01/21 03:37
JLB
V8307
Acrylonitrile
<0.230
Ng/L
0.230
5.00
1
09/01/21 03:37
JLB
V8307
Benzene
<0.180
ug/L
0.180
0.500
1
09/01/21 03:37
JLB
V8307
Bromobenzene
<0.210
Ng/L
0.210
0.500
1
09/01/21 03:37
JLB
V8307
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
09/01/21 03:37
JLB
V8307
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
09/01/21 03:37
JLB
V8307
Bromoform
<1.50
ug/L
1.50
5.00
1
09/01/21 03:37
JLB
V8307
Bromomethane
<0.280
Ng/L
0.280
1.00
1
09/01/21 03:37
JLB
V8307
n-Butylbenzene
<0.185
ug/L
0.185
1.00
1
09/01/21 03:37
JLB
V8307
sec -Butyl benzene
<0.200
Ng/L
0.200
0.500
1
09/01/21 03:37
JLB
V8307
tert-Butyl benzene
<0.920
ug/L
0.920
2.00
1
09/01/21 03:37
JLB
V8307
Carbon Disulfide
<0.150
Ng/L
0.150
5.00
1
09/01/21 03:37
JLB
V8307
Carbon Tetrachloride
<0.180
ug/L
0.180
0.500
1
09/01/21 03:37
JLB
V8307
Chlorobenzene
<0.190
Ng/L
0.190
0.500
1
09/01/21 03:37
JLB
V8307
Chlorodibromomethane
<0.190
ug/L
0.190
0.500
1
09/01/21 03:37
JLB
V8307
Chloroethane
<0.430
Ng/L
0.430
1.00
1
09/01/21 03:37
JLB
V8307
Chloroform
<0.220
pg/L
0.220
0.500
1
09/01/21 03:37
JLB
V8307
Chloromethane
<0.220
Ng/L
0.220
0.500
1
09/01/21 03:37
JLB
V8307
2-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
09/01/21 03:37
JLB
V8307
4-Chlorotoluene
<0.200
Ng/L
0.200
0.500
1
09/01/21 03:37
JLB
V8307
Di -Isopropyl Ether (DIPE)
<0.960
pg/L
0.960
5.00
1
09/01/21 03:37
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 26 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled:
8/24/2021
14:35
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<1.10
Ng/L
1.10
2.00
1
09/01/21 03:37
JLB
V8307
1,2-Dibromoethane
<0.200
ug/L
0.200
0.500
1
09/01/21 03:37
JLB
V8307
Dibromomethane
<0.230
Ng/L
0.230
0.500
1
09/01/21 03:37
JLB
V8307
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
09/01/21 03:37
JLB
V8307
1,3-Dichlorobenzene
<0.190
Ng/L
0.190
0.500
1
09/01/21 03:37
JLB
V8307
1,4-Dichlorobenzene
<0.210
ug/L
0.210
0.500
1
09/01/21 03:37
JLB
V8307
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
09/01/21 03:37
JLB
V8307
1,1-Dichloroethane
0.4273
ug/L
0.240
0.500
1
09/01/21 03:37
JLB
V8307
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
09/01/21 03:37
JLB
V8307
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
09/01/21 03:37
JLB
V8307
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
09/01/21 03:37
JLB
V8307
trans-1,2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
09/01/21 03:37
JLB
V8307
1,2-Dichloropropane
<0.190
Ng/L
0.190
0.500
1
09/01/21 03:37
JLB
V8307
1,3-Dichloropropane
<0.130
ug/L
0.130
0.500
1
09/01/21 03:37
JLB
V8307
2,2-Dichloropropane
<0.210
Ng/L
0.210
2.00
1
09/01/21 03:37
JLB
V8307
1,1-Dichloropropene
<0.200
ug/L
0.200
0.500
1
09/01/21 03:37
JLB
V8307
cis-1,3-Dichloropropene
<0.210
Ng/L
0.210
0.500
1
09/01/21 03:37
JLB
V8307
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
09/01/21 03:37
JLB
V8307
Ethanol
<42.0
Ng/L
42.0
200
1
09/01/21 03:37
JLB
V8307
Ethylbenzene
<0.170
pg/L
0.170
0.500
1
09/01/21 03:37
JLB
V8307
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
Ng/L
1.80
10.0
1
09/01/21 03:37
JLB
V8307
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
09/01/21 03:37
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 27 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled:
8/24/2021
14:35
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
Ng/L
1.30
10.0
1
09/01/21 03:37
JLB
V8307
2-Hexanone
<0.380
ug/L
0.380
5.00
1
09/01/21 03:37
JLB
V8307
Isopropyl benzene
<0.180
Ng/L
0.180
5.00
1
09/01/21 03:37
JLB
V8307
4-Isopropyl toluene
<0.089
ug/L
0.089
0.500
1
09/01/21 03:37
JLB
V8307
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
09/01/21 03:37
JLB
V8307
Methyl tert-butyl ether (MTBE)
<0.140
ug/L
0.140
0.500
1
09/01/21 03:37
JLB
V8307
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
09/01/21 03:37
JLB
V8307
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
09/01/21 03:37
JLB
V8307
Naphthalene
<0.470
Ng/L
0.470
1.00
1
09/01/21 03:37
JLB
V8307
n-Propylbenzene
<0.190
ug/L
0.190
0.500
1
09/01/21 03:37
JLB
V8307
Styrene
<0.220
Ng/L
0.220
0.500
1
09/01/21 03:37
JLB
V8307
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
09/01/21 03:37
JLB
V8307
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
09/01/21 03:37
JLB
V8307
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
09/01/21 03:37
JLB
V8307
Toluene
<0.220
Ng/L
0.220
0.500
1
09/01/21 03:37
JLB
V8307
1,2,3-Trichlorobenzene
<0.380
ug/L
0.380
2.00
1
09/01/21 03:37
JLB
V8307
1,2,4-Trichlorobenzene
<0.310
Ng/L
0.310
1.00
1
09/01/21 03:37
JLB
V8307
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
09/01/21 03:37
JLB
V8307
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
09/01/21 03:37
JLB
V8307
Trichloroethene
0.2151
ug/L
0.180
0.500
1
09/01/21 03:37
JLB
V8307
Trichlorofluoromethane
<0.180
Ng/L
0.180
0.500
1
09/01/21 03:37
JLB
V8307
1,2,3-Trichloropropane
<0.270
ug/L
0.270
1.00
1
09/01/21 03:37
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 28 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte,
NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received
: 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled: 8/24/2021 14:35
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
1,3,5-Trimethyl benzene
<0.180
Ng/L
0.180
0.500
1
09/01/21 03:37 JLB
V8307
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
09/01/21 03:37 JLB
V8307
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
09/01/21 03:37 JLB
V8307
o-Xylene
<0.210
ug/L
0.210
0.500
1
09/01/21 03:37 JLB
V8307
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
09/01/21 03:37 JLB
V8307
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
09/01/21 03:37
V8307
Surrogate:4-Bromofluorobenzene
103
Limits:80-124%
1 09/01/2103:37 JLB
V8307
Surrogate: Dibromofluoromethane
93.2
Limits:
75-129%
1 09/01/21 03:37 JLB
V8307
Surrogate: 1,2-Dichloroethane - d4
96.6
Limits:
63-136%
1 09/01/21 03:37 JLB
V8307
Surrogate: Toluene-d8
98.4
Limits:
77-123%
1 09/01/21 03:37 JLB
V8307
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<7.19
Ng/L
7.19
20.2
1
08/26/21 14:46 JMV
V8112
Acenaphthylene
<7.01
ug/L
7.01
20.2
1
08/26/21 14:46 JMV
V8112
Aniline
<7.20
Ng/L
7.20
50.5
1
08/26/21 14:46 JMV
V8112
Anthracene
<6.64
ug/L
6.64
10.1
1
08/26/21 14:46 JMV
V8112
Benzo(a)anthracene
<5.71
Ng/L
5.71
10.1
1
08/26/21 14:46 JMV
V8112
Benzo(a)pyrene
<4.72
ug/L
4.72
10.1
1
08/26/21 14:46 JMV
V8112
Benzo(b)fluoranthene
<4.57
Ng/L
4.57
10.1
1
08/26/21 14:46 JMV
V8112
Benzo(g,h,i)perylene
<4.28
ug/L
4.28
10.1
1
08/26/21 14:46 JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 29 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPORT OF ANAL YSIS
Lab No : 94225 Matrix: Aqueous
Sample ID: TMW-1 Sampled: 8/24/2021 14:35
Analytical Method: 8270E Prep Batch(es): V8008 08/25/21 10:00
Prep Method: 3510C
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Benzo(k)fluoranthene
<4.73
Ng/L
4.73
10.1
1
08/26/21 14:46
JMV
V8112
Benzoic Acid
<11.6
ug/L
11.6
101
1
08/26/21 14:46
JMV
V8112
Benzyl alcohol
<8.69
Ng/L
8.69
10.1
1
08/26/21 14:46
JMV
V8112
Bis(2-Chloroethoxy)methane
<5.73
ug/L
5.73
10.1
1
08/26/21 14:46
JMV
V8112
Bis(2-Chloroethyl)ether
<7.37
Ng/L
7.37
10.1
1
08/26/21 14:46
JMV
V8112
Bis(2-Chloroisopropyl)ether
<6.66
ug/L
6.66
10.1
1
08/26/21 14:46
JMV
V8112
Bis(2-ethylhexyl)phthalate
<8.89
Ng/L
8.89
10.1
1
08/26/21 14:46
JMV
V8112
4-13romophenyl phenyl ether
<6.32
ug/L
6.32
20.2
1
08/26/21 14:46
JMV
V8112
Butyl benzyl phthalate
<2.97
Ng/L
2.97
10.1
1
08/26/21 14:46
JMV
V8112
4-Chloro-3-methylphenol
<5.28
ug/L
5.28
10.1
1
08/26/21 14:46
JMV
V8112
4-Chloroaniline
<5.47
Ng/L
5.47
10.1
1
08/26/21 14:46
JMV
V8112
2-Chloronaphthalene
<7.45
ug/L
7.45
20.2
1
08/26/21 14:46
JMV
V8112
2-Chlorophenol
<6.65
Ng/L
6.65
10.1
1
08/26/21 14:46
JMV
V8112
4-Chlorophenyl phenyl ether
<7.06
ug/L
7.06
20.2
1
08/26/21 14:46
JMV
V8112
Chrysene
<5.43
Ng/L
5.43
10.1
1
08/26/21 14:46
JMV
V8112
Dibenz(a,h)anthracene
<6.07
ug/L
6.07
20.2
1
08/26/21 14:46
JMV
V8112
Dibenzofuran
<5.13
Ng/L
5.13
20.2
1
08/26/21 14:46
JMV
V8112
1,2-Dichlorobenzene
<5.97
ug/L
5.97
10.1
1
08/26/21 14:46
JMV
V8112
1,3-Dichlorobenzene
<5.89
Ng/L
5.89
10.1
1
08/26/21 14:46
JMV
V8112
1,4-Dichlorobenzene
<5.97
pg/L
5.97
10.1
1
08/26/21 14:46
JMV
V8112
3,3'-Dichlorobenzidine
<6.67
Ng/L
6.67
10.1
1
08/26/21 14:46
JMV
V8112
2,4-Dichlorophenol
<5.60
pg/L
5.60
10.1
1
08/26/21 14:46
JMV
V8112
Qualifiers/ DF
Dilution Factor
J
Estimated value
Definitions MQL
Method Quantitation Limit
Page 30 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled:
8/24/2021
14:35
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<9.44
Ng/L
9.44
20.2
1
08/26/21 14:46
JMV
V8112
Dimethyl phthalate
<7.90
ug/L
7.90
10.1
1
08/26/21 14:46
JMV
V8112
2,4-Dimethyl phenol
<11.0
Ng/L
11.0
20.2
1
08/26/21 14:46
JMV
V8112
Di-n-butyl phthalate
<7.42
ug/L
7.42
10.1
1
08/26/21 14:46
JMV
V8112
4,6-Dinitro-2-methylphenol
<10.0
Ng/L
10.0
30.3
1
08/26/21 14:46
JMV
V8112
2,4-Dinitrophenol
<10.7
ug/L
10.7
30.3
1
08/26/21 14:46
JMV
V8112
2,4-Dinitrotoluene
<5.25
Ng/L
5.25
10.1
1
08/26/21 14:46
JMV
V8112
2,6-Dinitrotoluene
<5.96
ug/L
5.96
20.2
1
08/26/21 14:46
JMV
V8112
Di-n-Octyl Phthalate
<5.06
Ng/L
5.06
10.1
1
08/26/21 14:46
JMV
V8112
Fluoranthene
<6.09
ug/L
6.09
10.1
1
08/26/21 14:46
JMV
V8112
Fluorene
<7.34
Ng/L
7.34
10.1
1
08/26/21 14:46
JMV
V8112
Hexachlorobenzene
<5.81
ug/L
5.81
20.2
1
08/26/21 14:46
JMV
V8112
Hexachlorobutadiene
<5.94
Ng/L
5.94
20.2
1
08/26/21 14:46
JMV
V8112
Hexachlorocyclopentadiene
<5.96
ug/L
5.96
20.2
1
08/26/21 14:46
JMV
V8112
Hexachloroethane
<5.27
Ng/L
5.27
10.1
1
08/26/21 14:46
JMV
V8112
Indeno(1,2,3-cd)pyrene
<6.26
ug/L
6.26
10.1
1
08/26/21 14:46
JMV
V8112
Isophorone
<6.78
Ng/L
6.78
10.1
1
08/26/21 14:46
JMV
V8112
1-Methylnaphthalene
<7.40
ug/L
7.40
10.1
1
08/26/21 14:46
JMV
V8112
2-Methylnaphthalene
<6.99
Ng/L
6.99
10.1
1
08/26/21 14:46
JMV
V8112
2-Methylphenol
<5.31
pg/L
5.31
10.1
1
08/26/21 14:46
JMV
V8112
3&4 Methylphenol
<2.49
Ng/L
2.49
10.1
1
08/26/21 14:46
JMV
V8112
Naphthalene
<7.96
pg/L
7.96
10.1
1
08/26/21 14:46
JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 31 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte,
NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report
Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled: 8/24/2021
14:35
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
2-Nitroaniline
<4.97
Ng/L
4.97
10.1
1
08/26/21 14:46
JMV
V8112
3-Nitroaniline
<4.60
ug/L
4.60
10.1
1
08/26/21 14:46
JMV
V8112
4-Nitroaniline
<5.15
Ng/L
5.15
10.1
1
08/26/21 14:46
JMV
V8112
Nitrobenzene
<7.96
ug/L
7.96
10.1
1
08/26/21 14:46
JMV
V8112
2-Nitrophenol
<5.54
Ng/L
5.54
10.1
1
08/26/21 14:46
JMV
V8112
4-Nitrophenol
<2.84
ug/L
2.84
10.1
1
08/26/21 14:46
JMV
V8112
N-Nitrosodimethylamine
<6.55
Ng/L
6.55
10.1
1
08/26/21 14:46
JMV
V8112
N-Nitrosodiphenylamine
<11.0
ug/L
11.0
20.2
1
08/26/21 14:46
JMV
V8112
N-Nitroso-di-n-propylamine
<8.18
Ng/L
8.18
20.2
1
08/26/21 14:46
JMV
V8112
Pentachlorophenol
<9.83
ug/L
9.83
50.5
1
08/26/21 14:46
JMV
V8112
Phenanthrene
<6.40
Ng/L
6.40
10.1
1
08/26/21 14:46
JMV
V8112
Phenol
<2.89
ug/L
2.89
10.1
1
08/26/21 14:46
JMV
V8112
Pyrene
<5.47
Ng/L
5.47
10.1
1
08/26/21 14:46
JMV
V8112
Pyridine
<5.37
ug/L
5.37
10.1
1
08/26/21 14:46
JMV
V8112
1,2,4-Trichlorobenzene
<6.31
Ng/L
6.31
10.1
1
08/26/21 14:46
JMV
V8112
2,4,5-Trichlorophenol
<5.87
ug/L
5.87
20.2
1
08/26/21 14:46
JMV
V8112
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 32 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94225
Matrix: Aqueous
Sample ID: TMW-1
Sampled: 8/24/2021 14:35
Analytical Method: 8270E
Prep Batch(es):
V8008 08/25/21 10:00
Prep Method: 3510C
Test
Results Units
MDL MQL
DF Date / Time By Analytical
Analyzed Batch
2,4,6-Trichlorophenol
<6.35 Ng/L
6.35 20.2
1 08/26/21 14:46 JMV V8112
Surrogate: Phenol-d5
27.3
Limits: 11-100%
1 08/26/21 14:46 JMV V8112
Surrogate:2-Fluorobiphenyl
80.6
Limits:44-119%
1 08/26/21 14:46 JMV V8112
Surrogate:2-Fluorophenol
41.2
Limits:19-119%
1 08/26/21 14:46 JMV V8112
Surrogate: Nitrobenzene-d5
72.1
Limits: 44-120%
1 08/26/21 14:46 JMV V8112
Surrogate:4-Terphenyl-d14
97.6
Limits:50-134%
1 08/26/21 14:46 JMV V8112
Surrogate: 2,4,6-Tribromophenol
95.0
Limits:43-140%
1 08/26/21 14:46 JMV V8112
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 33 of 121

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94226
Matrix: Aqueous
Sample ID: TMW-2 (Filter)
Sampled: 8/24/2021 13:55
Test
Results
Units
MDL
MQL
DF
Date / Time
By Analytical
Analyzed
Method
Arsenic
0.3893
Ng/L
0.170
1.00
1
08/26/2116:51
EDV 6020E
Barium
79.1
ug/L
0.810
10.0
1
08/26/2116:51
EDV 6020B
Cadmium
<0.160
Ng/L
0.160
1.00
1
08/26/2116:51
EDV 6020E
Chromium
<0.790
ug/L
0.790
2.00
1
08/26/2116:51
EDV 6020B
Lead
<0.260
Ng/L
0.260
1.00
1
08/26/21 16:51
EDV 6020E
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
08/30/21 16:37
EDV 7470A
Selenium
<0.740
Ng/L
0.740
5.00
1
08/26/2116:51
EDV 6020E
Silver
<0.110
ug/L
0.110
1.00
1
08/26/2116:51
EDV 6020B
Qualifiers/ DF Dilution Factor
Definitions L Limit Exceeded
J Estimated value
MQL Method Quantitation Limit
Page 34 of 121

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled: 8/24/2021 13:55
Test
Results
Units
MDL
MQL
DF
Date / Time
By Analytical
Analyzed
Method
Arsenic
0.6633
Ng/L
0.170
1.00
1
08/26/2116:58
EDV 6020E
Barium
97.2
ug/L
0.810
10.0
1
08/26/2116:58
EDV 6020B
Cadmium
<0.160
Ng/L
0.160
1.00
1
08/26/2116:58
EDV 6020E
Chromium
5.44
ug/L
0.790
2.00
1
08/26/2116:58
EDV 6020B
Lead
0.6843
Ng/L
0.260
1.00
1
08/26/2116:58
EDV 6020E
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
08/30/21 16:40
EDV 7470A
Selenium
<0.740
Ng/L
0.740
5.00
1
08/26/2116:58
EDV 6020E
Silver
<0.110
ug/L
0.110
1.00
1
08/26/2116:58
EDV 6020B
Qualifiers/ DF Dilution Factor
Definitions L Limit Exceeded
J Estimated value
MQL Method Quantitation Limit
Page 35 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled:
8/24/2021
13:55
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<18.0
Ng/L
18.0
50.0
10
09/01/21 05:37
JLB
V8307
Acrolein
<20.0
ug/L
20.0
50.0
10
09/01/21 05:37
JLB
V8307
Acrylonitrile
<2.30
Ng/L
2.30
50.0
10
09/01/21 05:37
JLB
V8307
Benzene
<1.80
ug/L
1.80
5.00
10
09/01/21 05:37
JLB
V8307
Bromobenzene
<2.10
Ng/L
2.10
5.00
10
09/01/21 05:37
JLB
V8307
Bromochloromethane
<4.20
ug/L
4.20
10.0
10
09/01/21 05:37
JLB
V8307
Bromodichloromethane
<1.60
Ng/L
1.60
5.00
10
09/01/21 05:37
JLB
V8307
Bromoform
<15.0
ug/L
15.0
50.0
10
09/01/21 05:37
JLB
V8307
Bromomethane
<2.80
Ng/L
2.80
10.0
10
09/01/21 05:37
JLB
V8307
n-Butylbenzene
<1.85
ug/L
1.85
10.0
10
09/01/21 05:37
JLB
V8307
sec -Butyl benzene
<2.00
Ng/L
2.00
5.00
10
09/01/21 05:37
JLB
V8307
tert-Butyl benzene
<9.20
ug/L
9.20
20.0
10
09/01/21 05:37
JLB
V8307
Carbon Disulfide
<1.50
Ng/L
1.50
50.0
10
09/01/21 05:37
JLB
V8307
Carbon Tetrachloride
<1.80
ug/L
1.80
5.00
10
09/01/21 05:37
JLB
V8307
Chlorobenzene
<1.90
Ng/L
1.90
5.00
10
09/01/21 05:37
JLB
V8307
Chlorodibromomethane
<1.90
ug/L
1.90
5.00
10
09/01/21 05:37
JLB
V8307
Chloroethane
<4.30
Ng/L
4.30
10.0
10
09/01/21 05:37
JLB
V8307
Chloroform
<2.20
ug/L
2.20
5.00
10
09/01/21 05:37
JLB
V8307
Chloromethane
<2.20
Ng/L
2.20
5.00
10
09/01/21 05:37
JLB
V8307
2-Chlorotoluene
<2.00
ug/L
2.00
5.00
10
09/01/21 05:37
JLB
V8307
4-Chlorotoluene
<2.00
Ng/L
2.00
5.00
10
09/01/21 05:37
JLB
V8307
Di -Isopropyl Ether (DIPE)
<9.60
ug/L
9.60
50.0
10
09/01/21 05:37
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 36 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled:
8/24/2021
13:55
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<11.0
Ng/L
11.0
20.0
10
09/01/21 05:37
JLB
V8307
1,2-Dibromoethane
<2.00
ug/L
2.00
5.00
10
09/01/21 05:37
JLB
V8307
Dibromomethane
<2.30
Ng/L
2.30
5.00
10
09/01/21 05:37
JLB
V8307
1,2-Dichlorobenzene
<2.20
ug/L
2.20
5.00
10
09/01/21 05:37
JLB
V8307
1,3-Dichlorobenzene
<1.90
Ng/L
1.90
5.00
10
09/01/21 05:37
JLB
V8307
1,4-Dichlorobenzene
<2.10
ug/L
2.10
5.00
10
09/01/21 05:37
JLB
V8307
Dichlorodifluoromethane
<12.0
Ng/L
12.0
50.0
10
09/01/21 05:37
JLB
V8307
1,1-Dichloroethane
<2.40
ug/L
2.40
5.00
10
09/01/21 05:37
JLB
V8307
1,2-Dichloroethane
<1.50
Ng/L
1.50
5.00
10
09/01/21 05:37
JLB
V8307
1,1-Dichloroethene
3.523
ug/L
1.50
5.00
10
09/01/21 05:37
JLB
V8307
cis- 1,2-Dichloroethene
2390
Ng/L
20.0
50.0
100
09/01/2106:01
JLB
V8307
trans-1,2-Dichloroethene
273
ug/L
1.80
5.00
10
09/01/21 05:37
JLB
V8307
1,2-Dichloropropane
<1.90
Ng/L
1.90
5.00
10
09/01/21 05:37
JLB
V8307
1,3-Dichloropropane
<1.30
ug/L
1.30
5.00
10
09/01/21 05:37
JLB
V8307
2,2-Dichloropropane
<2.10
Ng/L
2.10
20.0
10
09/01/21 05:37
JLB
V8307
1,1-Dichloropropene
<2.00
ug/L
2.00
5.00
10
09/01/21 05:37
JLB
V8307
cis- 1,3-Dich loropropene
<2.10
Ng/L
2.10
5.00
10
09/01/21 05:37
JLB
V8307
trans-1,3-Dichloropropene
<1.50
ug/L
1.50
5.00
10
09/01/21 05:37
JLB
V8307
Ethanol
<420
Ng/L
420
2000
10
09/01/21 05:37
JLB
V8307
Ethylbenzene
<1.70
ug/L
1.70
5.00
10
09/01/21 05:37
JLB
V8307
Ethyl Tertiary Butyl Ether (ETBE)
<18.0
Ng/L
18.0
100
10
09/01/21 05:37
JLB
V8307
Hexachlorobutadiene
<3.50
ug/L
3.50
20.0
10
09/01/21 05:37
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 37 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled:
8/24/2021
13:55
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<13.0
Ng/L
13.0
100
10
09/01/21 05:37
JLB
V8307
2-Hexanone
<3.80
ug/L
3.80
50.0
10
09/01/21 05:37
JLB
V8307
Isopropyl benzene
<1.80
Ng/L
1.80
50.0
10
09/01/21 05:37
JLB
V8307
4-Isopropyl toluene
<0.890
ug/L
0.890
5.00
10
09/01/21 05:37
JLB
V8307
Methyl Ethyl Ketone (MEK)
<7.10
Ng/L
7.10
50.0
10
09/01/21 05:37
JLB
V8307
Methyl tert-butyl ether (MTBE)
<1.40
ug/L
1.40
5.00
10
09/01/21 05:37
JLB
V8307
4-Methyl-2-Pentanone
<10.0
Ng/L
10.0
50.0
10
09/01/21 05:37
JLB
V8307
Methylene Chloride
<3.30
ug/L
3.30
10.0
10
09/01/21 05:37
JLB
V8307
Naphthalene
5.423
Ng/L
4.70
10.0
10
09/01/21 05:37
JLB
V8307
n-Propylbenzene
<1.90
ug/L
1.90
5.00
10
09/01/21 05:37
JLB
V8307
Styrene
<2.20
Ng/L
2.20
5.00
10
09/01/21 05:37
JLB
V8307
1,1,1,2-Tetrachloroethane
<1.60
ug/L
1.60
5.00
10
09/01/21 05:37
JLB
V8307
1,1,2,2-Tetrachloroethane
<1.60
Ng/L
1.60
5.00
10
09/01/21 05:37
JLB
V8307
Tetrachloroethene
4.243
ug/L
2.20
5.00
10
09/01/21 05:37
JLB
V8307
Toluene
<2.20
Ng/L
2.20
5.00
10
09/01/21 05:37
JLB
V8307
1,2,3-Trichlorobenzene
<3.80
ug/L
3.80
20.0
10
09/01/21 05:37
JLB
V8307
1,2,4-Trichlorobenzene
<3.10
Ng/L
3.10
10.0
10
09/01/21 05:37
JLB
V8307
1,1,1-Trichloroethane
<1.60
ug/L
1.60
5.00
10
09/01/21 05:37
JLB
V8307
1,1,2-Trichloroethane
<0.960
Ng/L
0.960
5.00
10
09/01/21 05:37
JLB
V8307
Trichloroethene
67.9
ug/L
1.80
5.00
10
09/01/21 05:37
JLB
V8307
Trichlorofluoromethane
<1.80
Ng/L
1.80
5.00
10
09/01/21 05:37
JLB
V8307
1,2,3-Trichloropropane
<2.70
ug/L
2.70
10.0
10
09/01/21 05:37
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 38 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received
: 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled: 8/24/2021 13:55
Analytical Method: 8260D
Prep Batch(es):
V8306 08/31/21 09:00
Prep Method: 5030E
Test
Results Units
MDL MQL
DF Date / Time By
Analytical
Analyzed
Batch
1,3,5-Trimethyl benzene
<1.80 Ng/L
1.80 5.00
10 09/01/21 05:37 JLB
V8307
Vinyl Acetate
<10.0 ug/L
10.0 20.0
10 09/01/21 05:37 JLB
V8307
Vinyl Chloride
167 Ng/L
1.70 5.00
10 09/01/21 05:37 JLB
V8307
o-Xylene
<2.10 ug/L
2.10 5.00
10 09/01/21 05:37 JLB
V8307
m,p-Xylene
<4.20 Ng/L
4.20 10.0
10 09/01/2105:37 JLB
V8307
Xylene (Total)
<2.1 ug/L
2.10 5.00
10 09/01/21 05:37
V8307
Surrogate:4-Bromofluorobenzene
103
Limits: 80-124%
10 09/01/2105:37 JLB
V8307
Surrogate: Dibromofluoromethane
93.4
Limits: 75-129%
10 09/01/2105:37 JLB
V8307
Surrogate: 1,2-Dichloroethane - d4
96.6
Limits: 63-136%
10 09/01/2105:37 JLB
V8307
Surrogate: Toluene-d8
97.0
Limits: 77-123%
10 09/01/2105:37 JLB
V8307
Surrogate:4-Bromofluorobenzene
100
Limits: 80-124%
100 09/01/2106:01 JLB
V8307
Surrogate: Dibromofluoromethane
94.0
Limits: 75-129%
100 09/01/21 06:01 JLB
V8307
Surrogate: 1,2-Dichloroethane - d4
95.0
Limits: 63-136%
100 09/01/21 06:01 JLB
V8307
Surrogate: Toluene-d8
98.8
Limits: 77-123%
100 09/01/21 06:01 JLB
V8307
Analytical Method: 8270E
Prep Batch(es):
V8008 08/25/21 10:00
Prep Method: 3510C
Test
Results Units
MDL MOL
DF Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<8.01
Ng/L
8.01
22.5
1
08/26/21 15:08
JMV
V8112
Acenaphthylene
<7.81
ug/L
7.81
22.5
1
08/26/21 15:08
JMV
V8112
Aniline
<8.01
Ng/L
8.01
56.2
1
08/26/21 15:08
JMV
V8112
Anthracene
<7.36
ug/L
7.36
11.2
1
08/26/21 15:08
JMV
V8112
Qualifiers/ DF
Dilution Factor
J
Estimated value
Definitions MQL
Method Quantitation Limit
Page 39 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled:
8/24/2021
13:55
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Benzo(a)anthracene
<6.33
Ng/L
6.33
11.2
1
08/26/21 15:08
JMV
V8112
Benzo(a)pyrene
<5.23
ug/L
5.23
11.2
1
08/26/21 15:08
JMV
V8112
Benzo(b)fluoranthene
<5.06
Ng/L
5.06
11.2
1
08/26/21 15:08
JMV
V8112
Benzo(g,h,i)perylene
<4.75
ug/L
4.75
11.2
1
08/26/21 15:08
JMV
V8112
Benzo(k)fluoranthene
<5.24
Ng/L
5.24
11.2
1
08/26/21 15:08
JMV
V8112
Benzoic Acid
<12.9
ug/L
12.9
112
1
08/26/21 15:08
JMV
V8112
Benzyl alcohol
<9.63
Ng/L
9.63
11.2
1
08/26/21 15:08
JMV
V8112
Bis(2-Chloroethoxy)methane
<6.35
ug/L
6.35
11.2
1
08/26/21 15:08
JMV
V8112
Bis(2-Chloroethyl)ether
<8.18
Ng/L
8.18
11.2
1
08/26/21 15:08
JMV
V8112
Bis(2-Chloroisopropyl)ether
<7.38
ug/L
7.38
11.2
1
08/26/21 15:08
JMV
V8112
Bis(2-ethylhexyl)phthalate
<9.86
Ng/L
9.86
11.2
1
08/26/21 15:08
JMV
V8112
4-13romophenyl phenyl ether
<7.04
ug/L
7.04
22.5
1
08/26/21 15:08
JMV
V8112
Butyl benzyl phthalate
<3.29
Ng/L
3.29
11.2
1
08/26/21 15:08
JMV
V8112
4-Chloro-3-methylphenol
<5.86
ug/L
5.86
11.2
1
08/26/21 15:08
JMV
V8112
4-Chloroaniline
<6.07
Ng/L
6.07
11.2
1
08/26/21 15:08
JMV
V8112
2-Chloronaphthalene
<8.30
ug/L
8.30
22.5
1
08/26/21 15:08
JMV
V8112
2-Chlorophenol
<7.37
Ng/L
7.37
11.2
1
08/26/21 15:08
JMV
V8112
4-Chlorophenyl phenyl ether
<7.86
ug/L
7.86
22.5
1
08/26/21 15:08
JMV
V8112
Chrysene
<6.03
Ng/L
6.03
11.2
1
08/26/21 15:08
JMV
V8112
Dibenz(a,h)anth racene
<6.76
pg/L
6.76
22.5
1
08/26/21 15:08
JMV
V8112
Dibenzofuran
<5.72
Ng/L
5.72
22.5
1
08/26/21 15:08
JMV
V8112
1,2-Dichlorobenzene
<6.62
pg/L
6.62
11.2
1
08/26/21 15:08
JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 40 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled:
8/24/2021
13:55
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,3-Dichlorobenzene
<6.53
Ng/L
6.53
11.2
1
08/26/21 15:08
JMV
V8112
1,4-Dichlorobenzene
<6.62
u9/L
6.62
11.2
1
08/26/21 15:08
JMV
V8112
3,3'-Dichlorobenzidine
<7.39
N9/L
7.39
11.2
1
08/26/21 15:08
JMV
V8112
2,4-Dichlorophenol
<6.20
u9/L
6.20
11.2
1
08/26/21 15:08
JMV
V8112
Diethyl phthalate
<10.5
Ng/L
10.5
22.5
1
08/26/21 15:08
JMV
V8112
Dimethyl phthalate
<8.76
u9/L
8.76
11.2
1
08/26/21 15:08
JMV
V8112
2,4-Dimethylphenol
<12.3
N9/L
12.3
22.5
1
08/26/21 15:08
JMV
V8112
Di-n-butyl phthalate
<8.23
u9/L
8.23
11.2
1
08/26/21 15:08
JMV
V8112
4,6-Dinitro-2-methylphenol
<11.1
N9/L
11.1
33.7
1
08/26/21 15:08
JMV
V8112
2,4-Dinitrophenol
<11.9
u9/L
11.9
33.7
1
08/26/21 15:08
JMV
V8112
2,4-Dinitrotoluene
<5.82
N9/L
5.82
11.2
1
08/26/21 15:08
JMV
V8112
2,6-Dinitrotoluene
<6.64
u9/L
6.64
22.5
1
08/26/21 15:08
JMV
V8112
Di-n-Octyl Phthalate
<5.61
N9/L
5.61
11.2
1
08/26/21 15:08
JMV
V8112
Fluoranthene
<6.75
u9/L
6.75
11.2
1
08/26/21 15:08
JMV
V8112
Fluorene
<8.14
N9/L
8.14
11.2
1
08/26/21 15:08
JMV
V8112
Hexachlorobenzene
<6.47
u9/L
6.47
22.5
1
08/26/21 15:08
JMV
V8112
Hexachlorobutadiene
<6.62
N9/L
6.62
22.5
1
08/26/21 15:08
JMV
V8112
Hexachlorocyclopentadiene
<6.64
u9/L
6.64
22.5
1
08/26/21 15:08
JMV
V8112
Hexachloroethane
<5.85
N9/L
5.85
11.2
1
08/26/21 15:08
JMV
V8112
Indeno(1,2,3-cd)pyrene
<6.94
p9/L
6.94
11.2
1
08/26/21 15:08
JMV
V8112
Isophorone
<7.52
N9/L
7.52
11.2
1
08/26/21 15:08
JMV
V8112
1-Methylnaphthalene
<8.21
p9/L
8.21
11.2
1
08/26/21 15:08
JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 41 of 121

WavDdibnto
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Bo Cappleman
2923 South Tryon St. Ste 100
Charlotte , NC 28203
Report Number : 21-237-0002
Project SLC-001
Information :
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
REPORT OF ANAL YSIS
Report Date : 09/09/2021
Received : 08/24/2021
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled:
8/24/2021
13:55
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
2-Methylnaphthalene
<7.75
Ng/L
7.75
11.2
1
08/26/21 15:08
JMV
V8112
2-Methylphenol
<5.89
ug/L
5.89
11.2
1
08/26/21 15:08
JMV
V8112
3&4 Methylphenol
<2.77
Ng/L
2.77
11.2
1
08/26/21 15:08
JMV
V8112
Naphthalene
<8.83
ug/L
8.83
11.2
1
08/26/21 15:08
JMV
V8112
2-Nitroaniline
<5.51
Ng/L
5.51
11.2
1
08/26/21 15:08
JMV
V8112
3-Nitroaniline
<5.10
ug/L
5.10
11.2
1
08/26/21 15:08
JMV
V8112
4-Nitroaniline
<5.71
Ng/L
5.71
11.2
1
08/26/21 15:08
JMV
V8112
Nitrobenzene
<8.83
ug/L
8.83
11.2
1
08/26/21 15:08
JMV
V8112
2-Nitrophenol
<6.15
Ng/L
6.15
11.2
1
08/26/21 15:08
JMV
V8112
4-Nitrophenol
<3.15
ug/L
3.15
11.2
1
08/26/21 15:08
JMV
V8112
N-Nitrosodimethylamine
<7.27
Ng/L
7.27
11.2
1
08/26/21 15:08
JMV
V8112
N-Nitrosodiphenylamine
<12.3
ug/L
12.3
22.5
1
08/26/21 15:08
JMV
V8112
N-Nitroso-di-n-propylamine
<9.11
Ng/L
9.11
22.5
1
08/26/21 15:08
JMV
V8112
Pentachlorophenol
<10.9
ug/L
10.9
56.2
1
08/26/21 15:08
JMV
V8112
Phenanthrene
<7.10
Ng/L
7.10
11.2
1
08/26/21 15:08
JMV
V8112
Phenol
<3.20
ug/L
3.20
11.2
1
08/26/21 15:08
JMV
V8112
Pyrene
<6.07
Ng/L
6.07
11.2
1
08/26/21 15:08
JMV
V8112
Pyridine
<5.96
ug/L
5.96
11.2
1
08/26/21 15:08
JMV
V8112
1,2,4-Trichlorobenzene
<7.00
Ng/L
7.00
11.2
1
08/26/21 15:08
JMV
V8112
2,4,5-Trichlorophenol
<6.54
pg/L
6.54
22.5
1
08/26/21 15:08
JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 42 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94227
Matrix: Aqueous
Sample ID: TMW-2 (Unfilter)
Sampled: 8/24/2021 13:55
Analytical Method: 8270E
Prep Batch(es):
V8008 08/25/21 10:00
Prep Method: 3510C
Test
Results Units
MDL MQL
DF Date / Time By Analytical
Analyzed Batch
2,4,6-Trichlorophenol
<7.08 Ng/L
7.08 22.5
1 08/26/21 15:08 JMV V8112
Surrogate: Phenol-d5
30.0
Limits: 11-100%
1 08/26/21 15:08 JMV V8112
Surrogate:2-Fluorobiphenyl
82.7
Limits:44-119%
1 08/26/21 15:08 JMV V8112
Surrogate:2-Fluorophenol
44.6
Limits:19-119%
1 08/26/21 15:08 JMV V8112
Surrogate: Nitrobenzene-d5
72.1
Limits: 44-120%
1 08/26/21 15:08 JMV V8112
Surrogate:4-Terphenyl-d14
97.9
Limits:50-134%
1 08/26/21 15:08 JMV V8112
Surrogate: 2,4,6-Tribromophenol
94.6
Limits:43-140%
1 08/26/21 15:08 JMV V8112
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 43 of 121

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94228
Matrix: Aqueous
Sample ID : TMW-3 (Filter)
Sampled: 8/24/2021 12:10
Test
Results
Units
MDL
MQL
DF
Date / Time
By Analytical
Analyzed
Method
Arsenic
0.9813
Ng/L
0.170
1.00
1
08/26/2117:04
EDV 6020E
Barium
117
ug/L
0.810
10.0
1
08/26/2117:04
EDV 6020B
Cadmium
<0.160
Ng/L
0.160
1.00
1
08/26/2117:04
EDV 6020E
Chromium
4.26
ug/L
0.790
2.00
1
08/26/2117:04
EDV 6020B
Lead
1.45
Ng/L
0.260
1.00
1
08/26/21 17:04
EDV 6020E
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
08/30/21 16:42
EDV 7470A
Selenium
<0.740
Ng/L
0.740
5.00
1
08/26/2117:04
EDV 6020E
Silver
<0.110
ug/L
0.110
1.00
1
08/26/2117:04
EDV 6020B
Qualifiers/ DF Dilution Factor
Definitions L Limit Exceeded
J Estimated value
MQL Method Quantitation Limit
Page 44 of 121

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled: 8/24/2021 12:10
Test
Results
Units
MDL
MQL
DF
Date / Time
By Analytical
Analyzed
Method
Arsenic
1.15
Ng/L
0.170
1.00
1
08/26/21 17:11
EDV 6020E
Barium
136
ug/L
0.810
10.0
1
08/26/21 17:11
EDV 6020B
Cadmium
<0.160
Ng/L
0.160
1.00
1
08/26/21 17:11
EDV 6020E
Chromium
18.0
ug/L
0.790
2.00
1
08/26/21 17:11
EDV 6020B
Lead
5.32
Ng/L
0.260
1.00
1
08/26/21 17:11
EDV 6020E
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
08/30/21 16:45
EDV 7470A
Selenium
1.453
Ng/L
0.740
5.00
1
08/26/21 17:11
EDV 6020E
Silver
<0.110
ug/L
0.110
1.00
1
08/26/21 17:11
EDV 6020B
Qualifiers/ DF Dilution Factor
Definitions L Limit Exceeded
J Estimated value
MQL Method Quantitation Limit
Page 45 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled:
8/24/2021
12:10
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
11.0
Ng/L
1.80
5.00
1
09/01/21 04:01
JLB
V8307
Acrolein
<2.00
ug/L
2.00
5.00
1
09/01/21 04:01
JLB
V8307
Acrylonitrile
<0.230
Ng/L
0.230
5.00
1
09/01/21 04:01
JLB
V8307
Benzene
<0.180
ug/L
0.180
0.500
1
09/01/21 04:01
JLB
V8307
Bromobenzene
<0.210
Ng/L
0.210
0.500
1
09/01/21 04:01
JLB
V8307
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
09/01/21 04:01
JLB
V8307
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
09/01/21 04:01
JLB
V8307
Bromoform
<1.50
ug/L
1.50
5.00
1
09/01/21 04:01
JLB
V8307
Bromomethane
<0.280
Ng/L
0.280
1.00
1
09/01/21 04:01
JLB
V8307
n-Butylbenzene
<0.185
ug/L
0.185
1.00
1
09/01/21 04:01
JLB
V8307
sec -Butyl benzene
<0.200
Ng/L
0.200
0.500
1
09/01/21 04:01
JLB
V8307
tert-Butyl benzene
<0.920
ug/L
0.920
2.00
1
09/01/21 04:01
JLB
V8307
Carbon Disulfide
<0.150
Ng/L
0.150
5.00
1
09/01/21 04:01
JLB
V8307
Carbon Tetrachloride
<0.180
ug/L
0.180
0.500
1
09/01/21 04:01
JLB
V8307
Chlorobenzene
<0.190
Ng/L
0.190
0.500
1
09/01/21 04:01
JLB
V8307
Chlorodibromomethane
<0.190
ug/L
0.190
0.500
1
09/01/21 04:01
JLB
V8307
Chloroethane
<0.430
Ng/L
0.430
1.00
1
09/01/21 04:01
JLB
V8307
Chloroform
<0.220
pg/L
0.220
0.500
1
09/01/21 04:01
JLB
V8307
Chloromethane
<0.220
Ng/L
0.220
0.500
1
09/01/21 04:01
JLB
V8307
2-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
09/01/21 04:01
JLB
V8307
4-Chlorotoluene
<0.200
Ng/L
0.200
0.500
1
09/01/21 04:01
JLB
V8307
Di -Isopropyl Ether (DIPE)
<0.960
pg/L
0.960
5.00
1
09/01/21 04:01
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 46 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled:
8/24/2021
12:10
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<1.10
Ng/L
1.10
2.00
1
09/01/21 04:01
JLB
V8307
1,2-Dibromoethane
<0.200
ug/L
0.200
0.500
1
09/01/21 04:01
JLB
V8307
Dibromomethane
<0.230
Ng/L
0.230
0.500
1
09/01/21 04:01
JLB
V8307
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
09/01/21 04:01
JLB
V8307
1,3-Dichlorobenzene
<0.190
Ng/L
0.190
0.500
1
09/01/21 04:01
JLB
V8307
1,4-Dichlorobenzene
<0.210
ug/L
0.210
0.500
1
09/01/21 04:01
JLB
V8307
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
09/01/21 04:01
JLB
V8307
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
09/01/21 04:01
JLB
V8307
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
09/01/21 04:01
JLB
V8307
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
09/01/21 04:01
JLB
V8307
cis- 1,2-Dichloroethene
<0.200
Ng/L
0.200
0.500
1
09/01/21 04:01
JLB
V8307
trans-1,2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
09/01/21 04:01
JLB
V8307
1,2-Dichloropropane
<0.190
Ng/L
0.190
0.500
1
09/01/21 04:01
JLB
V8307
1,3-Dichloropropane
<0.130
ug/L
0.130
0.500
1
09/01/21 04:01
JLB
V8307
2,2-Dichloropropane
<0.210
Ng/L
0.210
2.00
1
09/01/21 04:01
JLB
V8307
1,1-Dichloropropene
<0.200
ug/L
0.200
0.500
1
09/01/21 04:01
JLB
V8307
cis- 1,3-Dichloropropene
<0.210
Ng/L
0.210
0.500
1
09/01/21 04:01
JLB
V8307
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
09/01/21 04:01
JLB
V8307
Ethanol
<42.0
Ng/L
42.0
200
1
09/01/21 04:01
JLB
V8307
Ethylbenzene
<0.170
pg/L
0.170
0.500
1
09/01/21 04:01
JLB
V8307
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
Ng/L
1.80
10.0
1
09/01/21 04:01
JLB
V8307
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
09/01/21 04:01
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 47 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled:
8/24/2021
12:10
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
Ng/L
1.30
10.0
1
09/01/21 04:01
JLB
V8307
2-Hexanone
<0.380
ug/L
0.380
5.00
1
09/01/21 04:01
JLB
V8307
Isopropyl benzene
<0.180
Ng/L
0.180
5.00
1
09/01/21 04:01
JLB
V8307
4-Isopropyl toluene
<0.089
ug/L
0.089
0.500
1
09/01/21 04:01
JLB
V8307
Methyl Ethyl Ketone (MEK)
1.463
Ng/L
0.710
5.00
1
09/01/21 04:01
JLB
V8307
Methyl tert-butyl ether (MTBE)
<0.140
ug/L
0.140
0.500
1
09/01/21 04:01
JLB
V8307
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
09/01/21 04:01
JLB
V8307
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
09/01/21 04:01
JLB
V8307
Naphthalene
<0.470
Ng/L
0.470
1.00
1
09/01/21 04:01
JLB
V8307
n-Propylbenzene
<0.190
ug/L
0.190
0.500
1
09/01/21 04:01
JLB
V8307
Styrene
<0.220
Ng/L
0.220
0.500
1
09/01/21 04:01
JLB
V8307
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
09/01/21 04:01
JLB
V8307
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
09/01/21 04:01
JLB
V8307
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
09/01/21 04:01
JLB
V8307
Toluene
<0.220
Ng/L
0.220
0.500
1
09/01/21 04:01
JLB
V8307
1,2,3-Trichlorobenzene
<0.380
ug/L
0.380
2.00
1
09/01/21 04:01
JLB
V8307
1,2,4-Trichlorobenzene
<0.310
Ng/L
0.310
1.00
1
09/01/21 04:01
JLB
V8307
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
09/01/21 04:01
JLB
V8307
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
09/01/21 04:01
JLB
V8307
Trichloroethene
<0.180
ug/L
0.180
0.500
1
09/01/21 04:01
JLB
V8307
Trichlorofluoromethane
<0.180
Ng/L
0.180
0.500
1
09/01/21 04:01
JLB
V8307
1,2,3-Trichloropropane
<0.270
ug/L
0.270
1.00
1
09/01/21 04:01
JLB
V8307
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 48 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte,
NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received
: 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled: 8/24/2021 12:10
Analytical Method: 8260D
Prep Batch(es):
V8306
08/31/21 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
1,3,5-Trimethyl benzene
<0.180
Ng/L
0.180
0.500
1
09/01/21 04:01 JLB
V8307
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
09/01/21 04:01 JLB
V8307
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
09/01/21 04:01 JLB
V8307
o-Xylene
<0.210
ug/L
0.210
0.500
1
09/01/21 04:01 JLB
V8307
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
09/01/21 04:01 JLB
V8307
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
09/01/21 04:01
V8307
Surrogate:4-Bromofluorobenzene
100
Limits:80-124%
1 09/01/2104:01 JLB
V8307
Surrogate: Dibromofluoromethane
93.8
Limits:
75-129%
1 09/01/21 04:01 JLB
V8307
Surrogate: 1,2-Dichloroethane - d4
95.8
Limits:
63-136%
1 09/01/21 04:01 JLB
V8307
Surrogate: Toluene-d8
97.8
Limits:
77-123%
1 09/01/21 04:01 JLB
V8307
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<7.90
Ng/L
7.90
22.2
1
08/26/21 15:31 JMV
V8112
Acenaphthylene
<7.70
ug/L
7.70
22.2
1
08/26/21 15:31 JMV
V8112
Aniline
<7.93
Ng/L
7.93
55.6
1
08/26/21 15:31 JMV
V8112
Anthracene
<7.29
u9/L
7.29
11.1
1
08/26/21 15:31 JMV
V8112
Benzo(a)anthracene
<6.27
Ng/L
6.27
11.1
1
08/26/21 15:31 JMV
V8112
Benzo(a)pyrene
<5.18
ug/L
5.18
11.1
1
08/26/21 15:31 JMV
V8112
Benzo(b)fluoranthene
<5.02
Ng/L
5.02
11.1
1
08/26/21 15:31 JMV
V8112
Benzo(g,h,i)perylene
<4.71
ug/L
4.71
11.1
1
08/26/21 15:31 JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 49 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled:
8/24/2021
12:10
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Benzo(k)fluoranthene
<5.19
Ng/L
5.19
11.1
1
08/26/21 15:31
JMV
V8112
Benzoic Acid
<12.8
ug/L
12.8
111
1
08/26/21 15:31
JMV
V8112
Benzyl alcohol
<9.55
Ng/L
9.55
11.1
1
08/26/21 15:31
JMV
V8112
Bis(2-Chloroethoxy)methane
<6.29
ug/L
6.29
11.1
1
08/26/21 15:31
JMV
V8112
Bis(2-Chloroethyl)ether
<8.10
Ng/L
8.10
11.1
1
08/26/21 15:31
JMV
V8112
Bis(2-Chloroisopropyl)ether
<7.31
ug/L
7.31
11.1
1
08/26/21 15:31
JMV
V8112
Bis(2-ethylhexyl)phthalate
<9.77
pg/L
9.77
11.1
1
08/26/21 15:31
JMV
V8112
4-13romophenyl phenyl ether
<6.95
ug/L
6.95
22.2
1
08/26/21 15:31
JMV
V8112
Butyl benzyl phthalate
<3.26
Ng/L
3.26
11.1
1
08/26/21 15:31
JMV
V8112
4-Chloro-3-methylphenol
<5.81
ug/L
5.81
11.1
1
08/26/21 15:31
JMV
V8112
4-Chloroaniline
<6.02
Ng/L
6.02
11.1
1
08/26/21 15:31
JMV
V8112
2-Chloronaphthalene
<8.19
ug/L
8.19
22.2
1
08/26/21 15:31
JMV
V8112
2-Chlorophenol
<7.30
Ng/L
7.30
11.1
1
08/26/21 15:31
JMV
V8112
4-Chlorophenyl phenyl ether
<7.76
ug/L
7.76
22.2
1
08/26/21 15:31
JMV
V8112
Chrysene
<5.97
Ng/L
5.97
11.1
1
08/26/21 15:31
JMV
V8112
Dibenz(a,h)anth racene
<6.67
ug/L
6.67
22.2
1
08/26/21 15:31
JMV
V8112
Dibenzofuran
<5.64
Ng/L
5.64
22.2
1
08/26/21 15:31
JMV
V8112
1,2-Dichlorobenzene
<6.56
ug/L
6.56
11.1
1
08/26/21 15:31
JMV
V8112
1,3-Dichlorobenzene
<6.47
Ng/L
6.47
11.1
1
08/26/21 15:31
JMV
V8112
1,4-Dichlorobenzene
<6.56
pg/L
6.56
11.1
1
08/26/21 15:31
JMV
V8112
3,3'-Dichlorobenzidine
<7.33
Ng/L
7.33
11.1
1
08/26/21 15:31
JMV
V8112
2,4-Dichlorophenol
<6.15
pg/L
6.15
11.1
1
08/26/21 15:31
JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 50 of 121

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC-001
Bo Cappleman Report Date : 09/09/2021
2923 South Tryon St. Ste 100 Information : Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002 REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled:
8/24/2021
12:10
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<10.4
Ng/L
10.4
22.2
1
08/26/21 15:31
JMV
V8112
Dimethyl phthalate
<8.68
ug/L
8.68
11.1
1
08/26/21 15:31
JMV
V8112
2,4-Dimethyl phenol
<12.1
Ng/L
12.1
22.2
1
08/26/21 15:31
JMV
V8112
Di-n-butyl phthalate
<8.16
ug/L
8.16
11.1
1
08/26/21 15:31
JMV
V8112
4,6-Dinitro-2-methylphenol
<11.0
Ng/L
11.0
33.3
1
08/26/21 15:31
JMV
V8112
2,4-Dinitrophenol
<11.8
ug/L
11.8
33.3
1
08/26/21 15:31
JMV
V8112
2,4-Dinitrotoluene
<5.77
Ng/L
5.77
11.1
1
08/26/21 15:31
JMV
V8112
2,6-Dinitrotoluene
<6.55
ug/L
6.55
22.2
1
08/26/21 15:31
JMV
V8112
Di-n-Octyl Phthalate
<5.56
Ng/L
5.56
11.1
1
08/26/21 15:31
JMV
V8112
Fluoranthene
<6.69
ug/L
6.69
11.1
1
08/26/21 15:31
JMV
V8112
Fluorene
<8.07
Ng/L
8.07
11.1
1
08/26/21 15:31
JMV
V8112
Hexachlorobenzene
<6.38
ug/L
6.38
22.2
1
08/26/21 15:31
JMV
V8112
Hexachlorobutadiene
<6.53
Ng/L
6.53
22.2
1
08/26/21 15:31
JMV
V8112
Hexachlorocyclopentadiene
<6.55
ug/L
6.55
22.2
1
08/26/21 15:31
JMV
V8112
Hexachloroethane
<5.79
Ng/L
5.79
11.1
1
08/26/21 15:31
JMV
V8112
Indeno(1,2,3-cd)pyrene
<6.88
ug/L
6.88
11.1
1
08/26/21 15:31
JMV
V8112
Isophorone
<7.45
Ng/L
7.45
11.1
1
08/26/21 15:31
JMV
V8112
1-Methylnaphthalene
<8.14
ug/L
8.14
11.1
1
08/26/21 15:31
JMV
V8112
2-Methylnaphthalene
<7.68
Ng/L
7.68
11.1
1
08/26/21 15:31
JMV
V8112
2-Methylphenol
<5.84
pg/L
5.84
11.1
1
08/26/21 15:31
JMV
V8112
3&4 Methylphenol
<2.74
Ng/L
2.74
11.1
1
08/26/21 15:31
JMV
V8112
Naphthalene
<8.75
pg/L
8.75
11.1
1
08/26/21 15:31
JMV
V8112
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 51 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte,
NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC-001
Bo Cappleman
Report
Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled: 8/24/2021
12:10
Analytical Method: 8270E
Prep Batch(es):
V8008
08/25/21 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
2-Nitroaniline
<5.46
Ng/L
5.46
11.1
1
08/26/21 15:31
JMV
V8112
3-Nitroaniline
<5.05
ug/L
5.05
11.1
1
08/26/21 15:31
JMV
V8112
4-Nitroaniline
<5.66
Ng/L
5.66
11.1
1
08/26/21 15:31
JMV
V8112
Nitrobenzene
<8.75
ug/L
8.75
11.1
1
08/26/21 15:31
JMV
V8112
2-Nitrophenol
<6.09
Ng/L
6.09
11.1
1
08/26/21 15:31
JMV
V8112
4-Nitrophenol
<3.12
ug/L
3.12
11.1
1
08/26/21 15:31
JMV
V8112
N-Nitrosodimethylamine
<7.20
Ng/L
7.20
11.1
1
08/26/21 15:31
JMV
V8112
N-Nitrosodiphenylamine
<12.1
ug/L
12.1
22.2
1
08/26/21 15:31
JMV
V8112
N-Nitroso-di-n-propylamine
<8.99
Ng/L
8.99
22.2
1
08/26/21 15:31
JMV
V8112
Pentachlorophenol
<10.8
ug/L
10.8
55.6
1
08/26/21 15:31
JMV
V8112
Phenanthrene
<7.04
Ng/L
7.04
11.1
1
08/26/21 15:31
JMV
V8112
Phenol
<3.17
ug/L
3.17
11.1
1
08/26/21 15:31
JMV
V8112
Pyrene
<6.02
Ng/L
6.02
11.1
1
08/26/21 15:31
JMV
V8112
Pyridine
<5.91
ug/L
5.91
11.1
1
08/26/21 15:31
JMV
V8112
1,2,4-Trichlorobenzene
<6.94
Ng/L
6.94
11.1
1
08/26/21 15:31
JMV
V8112
2,4,5-Trichlorophenol
<6.45
ug/L
6.45
22.2
1
08/26/21 15:31
JMV
V8112
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 52 of 121

Waypoint.
0
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project SLC-001
Bo Cappleman
Report Date : 09/09/2021
2923 South Tryon St. Ste 100
Information :
Received : 08/24/2021
Charlotte , NC 28203
Report Number : 21-237-0002
REPOR T OF A NA L YSIS
Lab No : 94229
Matrix: Aqueous
Sample ID: TMW-3 (Unfilter)
Sampled: 8/24/2021 12:10
Analytical Method: 8270E
Prep Batch(es):
V8008 08/25/21 10:00
Prep Method: 3510C
Test
Results Units
MDL MQL
DF Date / Time By Analytical
Analyzed Batch
2,4,6-Trichlorophenol
<6.98 Ng/L
6.98 22.2
1 08/26/21 15:31 JMV V8112
Surrogate: Phenol-d5
25.7
Limits: 11-100%
1 08/26/21 15:31 JMV V8112
Surrogate:2-Fluorobiphenyl
71.6
Limits:44-119%
1 08/26/21 15:31 JMV V8112
Surrogate:2-Fluorophenol
37.1
Limits:19-119%
1 08/26/21 15:31 JMV V8112
Surrogate: Nitrobenzene-d5
61.2
Limits: 44-120%
1 08/26/21 15:31 JMV V8112
Surrogate:4-Terphenyl-d14
96.6
Limits:50-134%
1 08/26/21 15:31 JMV V8112
Surrogate: 2,4,6-Tribromophenol
89.9
Limits:43-140%
1 08/26/21 15:31 JMV V8112
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 53 of 121

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC.001
Bo Cappleman
Report
Date : 04/20/2022
2923 South Tryon St. Ste 100
Information :
Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033
REPOR T OF
A NA L YSIS
Lab No : 97514
Matrix: Aqueous
Sample ID: TMW-4
Sampled: 4/1/2022 11:20
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Arsenic
1.49
Ng/L
0.490
1.00
1
04/07/22 16:02
EDV
6020B
Dissolved Arsenic
0.711 ]
ug/L
0.490
1.00
1
04/20/22 14:42
EDV
6020B
Barium
155
Ng/L
3.40
10.0
1
04/07/22 16:02
EDV
6020B
Dissolved Barium
95.9
ug/L
3.40
10.0
1
04/20/22 14:42
EDV
6020B
Cadmium
<0.150
Ng/L
0.150
1.00
1
04/07/22 16:02
EDV
6020B
Dissolved Cadmium
<0.150
ug/L
0.150
1.00
1
04/20/22 14:42
EDV
6020B
Chromium
3.37
Ng/L
1.00
2.00
1
04/07/22 16:02
EDV
6020B
Dissolved Chromium
<1.00
ug/L
1.00
2.00
1
04/20/22 14:42
EDV
6020B
Lead
4.19
Ng/L
0.500
1.00
1
04/07/22 16:02
EDV
6020E
Dissolved Lead
0.6633
ug/L
0.500
1.00
1
04/20/22 14:42
EDV
6020B
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
04/06/22 16:10
EDV
7470A
Dissolved Mercury <0.00007
mg/L
0.00007
0.00020
1
04/19/22 20:24
EDV
7470A
Selenium
<2.30
Ng/L
2.30
5.00
1
04/07/22 16:02
EDV
6020E
Dissolved Selenium
<2.30
ug/L
2.30
5.00
1
04/20/22 14:42
EDV
6020B
Silver
0.439 )
Ng/L
0.130
1.00
1
04/07/22 16:02
EDV
6020E
Dissolved Silver
<0.130
ug/L
0.130
1.00
1
04/20/22 14:42
EDV
6020B
Qualifiers/ * Outside QC Limit
Definitions J Estimated value
DF Dilution Factor
MQL Method Quantitation Limit
Page 7 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97514
Matrix: Aqueous
Sample ID: TMW-4
Sampled:
4/1/2022 11:20
Analytical Method:
8260D
Prep Batch(es):
V17186
04/07/22 14:00
Prep Method:
5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
3.603
N9/L
1.80
5.00
1
04/08/22 07:41
JLB
V17188
Acrolein
<2.00
u9/L
2.00
5.00
1
04/08/22 07:41
JLB
V17188
Acrylonitrile
<0.230
N9/L
0.230
5.00
1
04/08/22 07:41
JLB
V17188
Benzene
<0.180
u9/L
0.180
0.500
1
04/08/22 07:41
JLB
V17188
Bromobenzene
<0.210
N9/L
0.210
0.500
1
04/08/22 07:41
JLB
V17188
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
04/08/22 07:41
JLB
V17188
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
04/08/22 07:41
JLB
V17188
Bromoform
<1.50
u9/L
1.50
5.00
1
04/08/22 07:41
JLB
V17188
Bromomethane
<0.280
N9/L
0.280
1.00
1
04/08/22 07:41
JLB
V17188
n-Butylbenzene
<0.185
u9/L
0.185
1.00
1
04/08/22 07:41
JLB
V17188
sec -Butyl benzene
<0.200
N9/L
0.200
0.500
1
04/08/22 07:41
JLB
V17188
tert-Butyl benzene
<0.920
u9/L
0.920
2.00
1
04/08/22 07:41
JLB
V17188
Carbon Disulfide
<0.150
N9/L
0.150
5.00
1
04/08/22 07:41
JLB
V17188
Carbon Tetrachloride
<0.180
u9/L
0.180
0.500
1
04/08/22 07:41
JLB
V17188
Chlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 07:41
JLB
V17188
Chlorodibromomethane
<0.190
u9/L
0.190
0.500
1
04/08/22 07:41
JLB
V17188
Chloroethane
<0.430
N9/L
0.430
1.00
1
04/08/22 07:41
JLB
V17188
Chloroform
<0.220
u9/L
0.220
0.500
1
04/08/22 07:41
JLB
V17188
Chloromethane
<0.220
N9/L
0.220
0.500
1
04/08/22 07:41
JLB
V17188
2-Chlorotoluene
<0.200
u9/L
0.200
0.500
1
04/08/22 07:41
JLB
V17188
4-Chlorotoluene
<0.200
N9/L
0.200
0.500
1
04/08/22 07:41
JLB
V17188
Di -Isopropyl Ether (DIPE) <0.960
u9/L
0.960
5.00
1
04/08/22 07:41
JLB
V17188
Qualifiers/ *
Outside QC Limit
DF
Dilution Factor
Definitions J
Estimated value
MQL
Method Quantitation Limit
Page 8 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97514
Matrix: Aqueous
Sample ID: TMW-4
Sampled:
4/1/2022 11:20
Analytical Method: 8260D
Prep Batch(es):
V17186
04/07/22 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<1.10
Ng/L
1.10
2.00
1
04/08/22 07:41
JLB
V17188
1,2-Dibromoethane
<0.200
pg/L
0.200
0.500
1
04/08/22 07:41
JLB
V17188
Dibromomethane
<0.230
N9/L
0.230
0.500
1
04/08/22 07:41
JLB
V17188
1,2-Dichlorobenzene
<0.220
pg/L
0.220
0.500
1
04/08/22 07:41
JLB
V17188
1,3-Dichlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 07:41
JLB
V17188
1,4-Dichlorobenzene
<0.210
pg/L
0.210
0.500
1
04/08/22 07:41
JLB
V17188
Dichlorodifluoromethane
<1.20
N9/L
1.20
5.00
1
04/08/22 07:41
JLB
V17188
1,1-Dichloroethane
<0.240
pg/L
0.240
0.500
1
04/08/22 07:41
JLB
V17188
1,2-Dichloroethane
<0.150
N9/L
0.150
0.500
1
04/08/22 07:41
JLB
V17188
1,1-Dichloroethene
<0.150
pg/L
0.150
0.500
1
04/08/22 07:41
JLB
V17188
cis- 1,2-Dich loroethene
<0.200
N9/L
0.200
0.500
1
04/08/22 07:41
JLB
V17188
trans- 1.2-Dichloroethene
<0.180
pg/L
0.180
0.500
1
04/08/22 07:41
JLB
V17188
1,2-Dichloropropane
<0.190
N9/L
0.190
0.500
1
04/08/22 07:41
JLB
V17188
1,3-Dichloropropane
<0.130
pg/L
0.130
0.500
1
04/08/22 07:41
JLB
V17188
2,2-Dichloropropane
<0.210
N9/L
0.210
2.00
1
04/08/22 07:41
JLB
V17188
1,1-Dichloropropene
<0.200
pg/L
0.200
0.500
1
04/08/22 07:41
JLB
V17188
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
04/08/22 07:41
JLB
V17188
trans-1,3-Dichloropropene
<0.150
pg/L
0.150
0.500
1
04/08/22 07:41
JLB
V17188
Ethanol
<42.0
N9/L
42.0
200
1
04/08/22 07:41
JLB
V17188
Ethylbenzene
<0.170
pg/L
0.170
0.500
1
04/08/22 07:41
JLB
V17188
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
N9/L
1.80
10.0
1
04/08/22 07:41
JLB
V17188
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
04/08/22 07:41
JLB
V17188
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 9 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97514
Matrix: Aqueous
Sample ID: TMW-4
Sampled:
4/1/2022 11:20
Analytical Method: 8260D
Prep Batch(es):
V17186
04/07/22 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
Ng/L
1.30
10.0
1
04/08/22 07:41
JLB
V17188
2-Hexanone
<0.380
u9/L
0.380
5.00
1
04/08/22 07:41
JLB
V17188
Isopropyl benzene
<0.180
N9/L
0.180
5.00
1
04/08/22 07:41
JLB
V17188
4-Isopropyl toluene
<0.089
u9/L
0.089
0.500
1
04/08/22 07:41
JLB
V17188
Methyl Ethyl Ketone (MEK)
<0.710
N9/L
0.710
5.00
1
04/08/22 07:41
JLB
V17188
Methyl tert-butyl ether (MTBE)
<0.140
u9/L
0.140
0.500
1
04/08/22 07:41
JLB
V17188
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
04/08/22 07:41
JLB
V17188
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
04/08/22 07:41
JLB
V17188
Naphthalene
<0.470
N9/L
0.470
1.00
1
04/08/22 07:41
JLB
V17188
n-Propylbenzene
<0.190
u9/L
0.190
0.500
1
04/08/22 07:41
JLB
V17188
Styrene
<0.220
N9/L
0.220
0.500
1
04/08/22 07:41
JLB
V17188
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
04/08/22 07:41
JLB
V17188
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
04/08/22 07:41
JLB
V17188
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
04/08/22 07:41
JLB
V17188
Toluene
<0.220
N9/L
0.220
0.500
1
04/08/22 07:41
JLB
V17188
1,2,3-Trichlorobenzene
<0.380
u9/L
0.380
2.00
1
04/08/22 07:41
JLB
V17188
1,2,4-Trichlorobenzene
<0.310
N9/L
0.310
1.00
1
04/08/22 07:41
JLB
V17188
1,1,1-Trichloroethane
<0.160
u9/L
0.160
0.500
1
04/08/22 07:41
JLB
V17188
1,1,2-Trichloroethane
<0.096
N9/L
0.096
0.500
1
04/08/22 07:41
JLB
V17188
Trichloroethene
<0.180
u9/L
0.180
0.500
1
04/08/22 07:41
JLB
V17188
Trichlorofluoromethane
<0.180
N9/L
0.180
0.500
1
04/08/22 07:41
JLB
V17188
1,2,3-Trichloropropane
<0.270
u9/L
0.270
1.00
1
04/08/22 07:41
JLB
V17188
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 10 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97514 Matrix: Aqueous
Sample ID: TMW-4 Sampled: 4/1/2022 11:20
Analytical Method: 8260D Prep Batch(es): V17186 04/07/22 14:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
1,3,5-Trimethyl benzene
<0.180
Ng/L
0.180
0.500
1
04/08/22 07:41 JLB
V17188
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/08/22 07:41 JLB
V17188
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/08/22 07:41 JLB
V17188
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/08/22 07:41 JLB
V17188
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/08/22 07:41 JLB
V17188
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/08/22 07:41
V17188
Surrogate: 4-13romofluorobenzene
99.6
Limits:
80-124%
1 04/08/22 07:41 JLB
V17188
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/08/22 07:41 JLB
V17188
Surrogate: 1,2-Dichloroethane - d4
98.2
Limits:
63-136%
1 04/08/22 07:41 JLB
V17188
Surrogate: Toluene-d8
98.2
Limits:
77-123%
1 04/08/22 07:41 JLB
V17188
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<7.12
Ng/L
7.12
20.0
1
04/11/22 19:07 ANG
V17342
Acenaphthylene
<6.94
ug/L
6.94
20.0
1
04/11/22 19:07 ANG
V17342
Aniline
<7.13
Ng/L
7.13
50.0
1
04/11/22 19:07 ANG
V17342
Anthracene
<6.57
ug/L
6.57
10.0
1
04/11/22 19:07 ANG
V17342
Benzo(a)anthracene
<5.65
Ng/L
5.65
10.0
1
04/11/22 19:07 ANG
V17342
Benzo(a)pyrene
<4.67
ug/L
4.67
10.0
1
04/11/22 19:07 ANG
V17342
Benzo(b)fluoranthene
<4.52
Ng/L
4.52
10.0
1
04/11/22 19:07 ANG
V17342
Benzo(g,h,i)perylene
<4.24
ug/L
4.24
10.0
1
04/11/22 19:07 ANG
V17342
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 11 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033
REPORT OF ANAL YSIS
Lab No : 97514 Matrix: Aqueous
Sample ID: TMW-4 Sampled: 4/1/2022 11:20
Analytical Method: 8270E Prep Batch(es): V17141 04/08/22 10:00
Prep Method: 3510C
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Benzo(k)fluoranthene
<4.68
Ng/L
4.68
10.0
1
04/11/22 19:07
ANG
V17342
Benzoic Acid
<11.5
u9/L
11.5
100
1
04/11/22 19:07
ANG
V17342
Benzyl alcohol
<8.60
N9/L
8.60
10.0
1
04/11/22 19:07
ANG
V17342
Bis(2-Chloroethoxy)methane
<5.67
u9/L
5.67
10.0
1
04/11/22 19:07
ANG
V17342
Bis(2-Chloroethyl)ether
<7.30
N9/L
7.30
10.0
1
04/11/22 19:07
ANG
V17342
Bis(2-Chloroisopropyl)ether
<6.59
u9/L
6.59
10.0
1
04/11/22 19:07
ANG
V17342
Bis(2-ethylhexyl)phthalate
<8.80
N9/L
8.80
10.0
1
04/11/22 19:07
ANG
V17342
4-13romophenyl phenyl ether
<6.26
u9/L
6.26
20.0
1
04/11/22 19:07
ANG
V17342
Butyl benzyl phthalate
<2.94
N9/L
2.94
10.0
1
04/11/22 19:07
ANG
V17342
4-Chloro-3-methylphenol
<5.23
u9/L
5.23
10.0
1
04/11/22 19:07
ANG
V17342
4-Chloroaniline
<5.42
N9/L
5.42
10.0
1
04/11/22 19:07
ANG
V17342
2-Chloronaphthalene
<7.38
u9/L
7.38
20.0
1
04/11/22 19:07
ANG
V17342
2-Chlorophenol
<6.58
N9/L
6.58
10.0
1
04/11/22 19:07
ANG
V17342
4-Chlorophenyl phenyl ether
<6.99
u9/L
6.99
20.0
1
04/11/22 19:07
ANG
V17342
Chrysene
<5.38
N9/L
5.38
10.0
1
04/11/22 19:07
ANG
V17342
Dibenz(a,h)anthracene
<6.01
u9/L
6.01
20.0
1
04/11/22 19:07
ANG
V17342
Dibenzofuran
<5.08
N9/L
5.08
20.0
1
04/11/22 19:07
ANG
V17342
1,2-Dichlorobenzene
<5.91
u9/L
5.91
10.0
1
04/11/22 19:07
ANG
V17342
1,3-Dichlorobenzene
<5.83
N9/L
5.83
10.0
1
04/11/22 19:07
ANG
V17342
1,4-Dichlorobenzene
<5.91
u9/L
5.91
10.0
1
04/11/22 19:07
ANG
V17342
3,3'-Dichlorobenzidine
<6.60
N9/L
6.60
10.0
1
04/11/22 19:07
ANG
V17342
2,4-Dichlorophenol
<5.54
u9/L
5.54
10.0
1
04/11/22 19:07
ANG
V17342
Qualifiers/ *
Outside QC Limit
DF
Dilution Factor
Definitions J
Estimated value
MQL
Method Quantitation Limit
Page 12 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97514
Matrix: Aqueous
Sample ID: TMW-4
Sampled:
4/1/2022 11:20
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<9.35
Ng/L
9.35
20.0
1
04/11/22 19:07
ANG
V17342
Dimethyl phthalate
<7.82
ug/L
7.82
10.0
1
04/11/22 19:07
ANG
V17342
2,4-Dimethyl phenol
<10.9
Ng/L
10.9
20.0
1
04/11/22 19:07
ANG
V17342
Di-n-butyl phthalate
<7.35
ug/L
7.35
10.0
1
04/11/22 19:07
ANG
V17342
4,6- Din itro-2-methylphenol
<9.92
Ng/L
9.92
30.0
1
04/11/22 19:07
ANG
V17342
2,4-Dinitrophenol
<10.6
ug/L
10.6
30.0
1
04/11/22 19:07
ANG
V17342
2,4-Dinitrotoluene
<5.20
Ng/L
5.20
10.0
1
04/11/22 19:07
ANG
V17342
2,6-Dinitrotoluene
<5.90
ug/L
5.90
20.0
1
04/11/22 19:07
ANG
V17342
Di-n-Octyl Phthalate
<5.01
Ng/L
5.01
10.0
1
04/11/22 19:07
ANG
V17342
Fluoranthene
<6.03
ug/L
6.03
10.0
1
04/11/22 19:07
ANG
V17342
Fluorene
<7.27
Ng/L
7.27
10.0
1
04/11/22 19:07
ANG
V17342
Hexachlorobenzene
<5.75
ug/L
5.75
20.0
1
04/11/22 19:07
ANG
V17342
Hexachlorobutadiene
<5.88
Ng/L
5.88
20.0
1
04/11/22 19:07
ANG
V17342
Hexachlorocyclopentadiene
<5.90
ug/L
5.90
20.0
1
04/11/22 19:07
ANG
V17342
Hexachloroethane
<5.22
Ng/L
5.22
10.0
1
04/11/22 19:07
ANG
V17342
Indeno(1,2,3-cd)pyrene
<6.20
ug/L
6.20
10.0
1
04/11/22 19:07
ANG
V17342
Isophorone
<6.71
Ng/L
6.71
10.0
1
04/11/22 19:07
ANG
V17342
1-Methylnaphthalene
<7.33
ug/L
7.33
10.0
1
04/11/22 19:07
ANG
V17342
2-Methylnaphthalene
<6.92
Ng/L
6.92
10.0
1
04/11/22 19:07
ANG
V17342
2-Methylphenol
<5.26
ug/L
5.26
10.0
1
04/11/22 19:07
ANG
V17342
3&4 Methylphenol
<2.47
Ng/L
2.47
10.0
1
04/11/22 19:07
ANG
V17342
Naphthalene
<7.88
ug/L
7.88
10.0
1
04/11/22 19:07
ANG
V17342
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 13 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97514
Matrix: Aqueous
Sample ID: TMW-4
Sampled: 4/1/2022
11:20
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
2-Nitroaniline
<4.92
Ng/L
4.92
10.0
1
04/11/22 19:07 ANG
V17342
3-Nitroaniline
<4.55
ug/L
4.55
10.0
1
04/11/22 19:07 ANG
V17342
4-Nitroaniline
<5.10
Ng/L
5.10
10.0
1
04/11/22 19:07 ANG
V17342
Nitrobenzene
<7.88
ug/L
7.88
10.0
1
04/11/22 19:07 ANG
V17342
2-Nitrophenol
<5.49
Ng/L
5.49
10.0
1
04/11/22 19:07 ANG
V17342
4-Nitrophenol
<2.81
ug/L
2.81
10.0
1
04/11/22 19:07 ANG
V17342
N-Nitrosodimethylamine
<6.49
Ng/L
6.49
10.0
1
04/11/22 19:07 ANG
V17342
N-Nitrosodiphenyl amine
<10.9
ug/L
10.9
20.0
1
04/11/22 19:07 ANG
V17342
N-Nitroso-di-n-propylamine
<8.10
Ng/L
8.10
20.0
1
04/11/22 19:07 ANG
V17342
Pentachlorophenol
<9.73
ug/L
9.73
50.0
1
04/11/22 19:07 ANG
V17342
Phenanthrene
<6.34
Ng/L
6.34
10.0
1
04/11/22 19:07 ANG
V17342
Phenol
<2.86
ug/L
2.86
10.0
1
04/11/22 19:07 ANG
V17342
Pyrene
<5.42
Ng/L
5.42
10.0
1
04/11/22 19:07 ANG
V17342
Pyridine
<5.32
ug/L
5.32
10.0
1
04/11/22 19:07 ANG
V17342
1,2,4-Trichlorobenzene
<6.25
Ng/L
6.25
10.0
1
04/11/22 19:07 ANG
V17342
2,4,5-Trichlorophenol
<5.81
ug/L
5.81
20.0
1
04/11/22 19:07 ANG
V17342
2,4,6-Trichlorophenol
<6.29
Ng/L
6.29
20.0
1
04/11/22 19:07 ANG
V17342
Surrogate: Phenol-d5
22.1
Limits:
11-100%
1 04/11/22 19:07 ANG
8270E
Surrogate:2-Fluorobiphenyl
52.0
Limits:44-119%
1 04/11/22 19:07 ANG
V17342
Surrogate:2-Fluorophenol
36.1
Limits:19-119%
1 04/11/22 19:07 ANG
V17342
Surrogate: Nitrobenzene-d5
54.4
Limits:
44-120%
1 04/11/22 19:07 ANG
V17342
Surrogate:4-Terphenyl-d14
74.2
Limits:50-134%
1 04/11/22 19:07 ANG
V17342
Surrogate: 2,4,6-Tribromophenol
68.8
Limits:43-140%
1 04/11/22 19:07 ANG
V17342
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 14 of 55

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC.001
Bo Cappleman
Report
Date : 04/20/2022
2923 South Tryon St. Ste 100
Information :
Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033
REPOR T OF
A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled: 3/31/2022
10:15
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Arsenic
3.163
Ng/L
2.45
5.00
5
04/07/22 18:41
EDV
6020B
Dissolved Arsenic
<2.45
ug/L
2.45
5.00
5
04/15/22 08:14
EDV
6020B
Barium
220
Ng/L
17.0
50.0
5
04/07/22 18:41
EDV
6020E
Dissolved Barium
128
ug/L
17.0
50.0
5
04/15/22 08:14
EDV
6020B
Cadmium
<0.750
Ng/L
0.750
5.00
5
04/07/22 18:41
EDV
6020E
Dissolved Cadmium
<0.750
ug/L
0.750
5.00
5
04/15/22 08:14
EDV
6020B
Chromium
85.3
Ng/L
5.00
10.0
5
04/07/22 18:41
EDV
6020E
Dissolved Chromium
25.5
ug/L
5.00
10.0
5
04/15/22 08:14
EDV
6020B
Lead
32.1
Ng/L
2.50
5.00
5
04/07/22 18:41
EDV
6020E
Dissolved Lead
6.70
ug/L
2.50
5.00
5
04/15/22 08:14
EDV
6020B
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
04/06/22 16:12
EDV
7470A
Dissolved Mercury <0.00007
mg/L
0.00007
0.00020
1
04/15/22 12:41
EDV
7470A
Selenium
<11.5
Ng/L
11.5
25.0
5
04/07/22 18:41
EDV
6020E
Dissolved Selenium
<11.5
ug/L
11.5
25.0
5
04/15/22 08:14
EDV
6020B
Silver
<0.650
Ng/L
0.650
5.00
5
04/07/22 18:41
EDV
6020E
Dissolved Silver
<0.650
ug/L
0.650
5.00
5
04/15/22 08:14
EDV
6020B
Qualifiers/ * Outside QC Limit
Definitions J Estimated value
DF Dilution Factor
MQL Method Quantitation Limit
Page 15 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled:
3/31/2022
10:15
Analytical Method:
8260D
Prep Batch(es):
V17186
04/07/22 14:00
Prep Method:
5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
5.81
Ng/L
1.80
5.00
1
04/08/22 08:05
JLB
V17188
Acrolein
<2.00
u9/L
2.00
5.00
1
04/08/22 08:05
JLB
V17188
Acrylonitrile
<0.230
N9/L
0.230
5.00
1
04/08/22 08:05
JLB
V17188
Benzene
<0.180
u9/L
0.180
0.500
1
04/08/22 08:05
JLB
V17188
Bromobenzene
<0.210
N9/L
0.210
0.500
1
04/08/22 08:05
JLB
V17188
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
04/08/22 08:05
JLB
V17188
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
04/08/22 08:05
JLB
V17188
Bromoform
<1.50
u9/L
1.50
5.00
1
04/08/22 08:05
JLB
V17188
Bromomethane
<0.280
N9/L
0.280
1.00
1
04/08/22 08:05
JLB
V17188
n-Butylbenzene
<0.185
u9/L
0.185
1.00
1
04/08/22 08:05
JLB
V17188
sec -Butyl benzene
<0.200
N9/L
0.200
0.500
1
04/08/22 08:05
JLB
V17188
tert-Butyl benzene
<0.920
u9/L
0.920
2.00
1
04/08/22 08:05
JLB
V17188
Carbon Disulfide
<0.150
N9/L
0.150
5.00
1
04/08/22 08:05
JLB
V17188
Carbon Tetrachloride
<0.180
u9/L
0.180
0.500
1
04/08/22 08:05
JLB
V17188
Chlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 08:05
JLB
V17188
Chlorodibromomethane
<0.190
u9/L
0.190
0.500
1
04/08/22 08:05
JLB
V17188
Chloroethane
<0.430
N9/L
0.430
1.00
1
04/08/22 08:05
JLB
V17188
Chloroform
0.248 J
u9/L
0.220
0.500
1
04/08/22 08:05
JLB
V17188
Chloromethane
<0.220
N9/L
0.220
0.500
1
04/08/22 08:05
JLB
V17188
2-Chlorotoluene
<0.200
u9/L
0.200
0.500
1
04/08/22 08:05
JLB
V17188
4-Chlorotoluene
<0.200
N9/L
0.200
0.500
1
04/08/22 08:05
JLB
V17188
Di -Isopropyl Ether (DIPE) <0.960
u9/L
0.960
5.00
1
04/08/22 08:05
JLB
V17188
Qualifiers/ *
Outside QC Limit
DF
Dilution Factor
Definitions J
Estimated value
MQL
Method Quantitation Limit
Page 16 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled:
3/31/2022
10:15
Analytical Method: 8260D
Prep Batch(es):
V17186
04/07/22 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<1.10
Ng/L
1.10
2.00
1
04/08/22 08:05
JLB
V17188
1,2-Dibromoethane
<0.200
u9/L
0.200
0.500
1
04/08/22 08:05
JLB
V17188
Dibromomethane
<0.230
N9/L
0.230
0.500
1
04/08/22 08:05
JLB
V17188
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
04/08/22 08:05
JLB
V17188
1,3-Dichlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 08:05
JLB
V17188
1,4-Dichlorobenzene
<0.210
u9/L
0.210
0.500
1
04/08/22 08:05
JLB
V17188
Dichlorodifluoromethane
<1.20
N9/L
1.20
5.00
1
04/08/22 08:05
JLB
V17188
1,1-Dichloroethane
<0.240
u9/L
0.240
0.500
1
04/08/22 08:05
JLB
V17188
1,2-Dichloroethane
<0.150
N9/L
0.150
0.500
1
04/08/22 08:05
JLB
V17188
1,1-Dichloroethene
<0.150
u9/L
0.150
0.500
1
04/08/22 08:05
JLB
V17188
cis- 1,2-Dich loroethene
0.4283
N9/L
0.200
0.500
1
04/08/22 08:05
JLB
V17188
trans- 1.2-Dichloroethene
<0.180
u9/L
0.180
0.500
1
04/08/22 08:05
JLB
V17188
1,2-Dichloropropane
<0.190
N9/L
0.190
0.500
1
04/08/22 08:05
JLB
V17188
1,3-Dichloropropane
<0.130
u9/L
0.130
0.500
1
04/08/22 08:05
JLB
V17188
2,2-Dichloropropane
<0.210
N9/L
0.210
2.00
1
04/08/22 08:05
JLB
V17188
1,1-Dichloropropene
<0.200
u9/L
0.200
0.500
1
04/08/22 08:05
JLB
V17188
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
04/08/22 08:05
JLB
V17188
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
04/08/22 08:05
JLB
V17188
Ethanol
<42.0
N9/L
42.0
200
1
04/08/22 08:05
JLB
V17188
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
04/08/22 08:05
JLB
V17188
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
N9/L
1.80
10.0
1
04/08/22 08:05
JLB
V17188
Hexachlorobutadiene
<0.350
u9/L
0.350
2.00
1
04/08/22 08:05
JLB
V17188
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 17 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled:
3/31/2022
10:15
Analytical Method: 8260D
Prep Batch(es):
V17186
04/07/22 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
Ng/L
1.30
10.0
1
04/08/22 08:05
JLB
V17188
2-Hexanone
<0.380
u9/L
0.380
5.00
1
04/08/22 08:05
JLB
V17188
Isopropyl benzene
<0.180
N9/L
0.180
5.00
1
04/08/22 08:05
JLB
V17188
4-Isopropyl toluene
<0.089
u9/L
0.089
0.500
1
04/08/22 08:05
JLB
V17188
Methyl Ethyl Ketone (MEK)
1.623
N9/L
0.710
5.00
1
04/08/22 08:05
JLB
V17188
Methyl tert-butyl ether (MTBE)
0.801
u9/L
0.140
0.500
1
04/08/22 08:05
JLB
V17188
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
04/08/22 08:05
JLB
V17188
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
04/08/22 08:05
JLB
V17188
Naphthalene
<0.470
N9/L
0.470
1.00
1
04/08/22 08:05
JLB
V17188
n-Propylbenzene
<0.190
u9/L
0.190
0.500
1
04/08/22 08:05
JLB
V17188
Styrene
<0.220
N9/L
0.220
0.500
1
04/08/22 08:05
JLB
V17188
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
04/08/22 08:05
JLB
V17188
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
04/08/22 08:05
JLB
V17188
Tetrachloroethene
4.95
u9/L
0.220
0.500
1
04/08/22 08:05
JLB
V17188
Toluene
0.2913
N9/L
0.220
0.500
1
04/08/22 08:05
JLB
V17188
1,2,3-Trichlorobenzene
<0.380
u9/L
0.380
2.00
1
04/08/22 08:05
JLB
V17188
1,2,4-Trichlorobenzene
<0.310
N9/L
0.310
1.00
1
04/08/22 08:05
JLB
V17188
1,1,1-Trichloroethane
<0.160
u9/L
0.160
0.500
1
04/08/22 08:05
JLB
V17188
1,1,2-Trichloroethane
<0.096
N9/L
0.096
0.500
1
04/08/22 08:05
JLB
V17188
Trichloroethene
2.51
u9/L
0.180
0.500
1
04/08/22 08:05
JLB
V17188
Trichlorofluoromethane
<0.180
N9/L
0.180
0.500
1
04/08/22 08:05
JLB
V17188
1,2,3-Trichloropropane
<0.270
u9/L
0.270
1.00
1
04/08/22 08:05
JLB
V17188
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 18 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515 Matrix: Aqueous
Sample ID: TMW-6 Sampled: 3/31/2022 10:15
Analytical Method: 8260D Prep Batch(es): V17186 04/07/22 14:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
1,3,5-Trimethyl benzene
<0.180
Ng/L
0.180
0.500
1
04/08/22 08:05 JLB
V17188
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/08/22 08:05 JLB
V17188
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/08/22 08:05 JLB
V17188
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/08/22 08:05 JLB
V17188
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/08/22 08:05 JLB
V17188
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/08/22 08:05
V17188
Surrogate: 4-13romofluorobenzene
99.2
Limits:
80-124%
1 04/08/22 08:05 JLB
V17188
Surrogate: Dibromofluoromethane
99.6
Limits:
75-129%
1 04/08/22 08:05 JLB
V17188
Surrogate: 1,2-Dichloroethane - d4
100
Limits:
63-136%
1 04/08/22 08:05 JLB
V17188
Surrogate: Toluene-d8
99.2
Limits:
77-123%
1 04/08/22 08:05 JLB
V17188
Analytical Method: 8270E
Prep Batch(es):
V16999
04/05/22 10:10
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<8.01
Ng/L
8.01
22.5
1
04/06/22 18:51 JMV
V17076
Acenaphthylene
<7.81
ug/L
7.81
22.5
1
04/06/22 18:51 JMV
V17076
Aniline
<8.01
Ng/L
8.01
56.2
1
04/06/22 18:51 JMV
V17076
Anthracene
<7.36
ug/L
7.36
11.2
1
04/06/22 18:51 JMV
V17076
Benzo(a)anthracene
<6.33
Ng/L
6.33
11.2
1
04/06/22 18:51 JMV
V17076
Benzo(a)pyrene
<5.23
ug/L
5.23
11.2
1
04/06/22 18:51 JMV
V17076
Benzo(b)fluoranthene
<5.06
Ng/L
5.06
11.2
1
04/06/22 18:51 JMV
V17076
Benzo(g,h,i)perylene
<4.75
ug/L
4.75
11.2
1
04/06/22 18:51 JMV
V17076
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 19 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled:
3/31/2022
10:15
Analytical Method: 8270E
Prep Batch(es):
V16999
04/05/22 10:10
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Benzo(k)fluoranthene
<5.24
Ng/L
5.24
11.2
1
04/06/22 18:51
JMV
V17076
Benzoic Acid
<12.9
u9/L
12.9
112
1
04/06/22 18:51
JMV
V17076
Benzyl alcohol
<9.63
N9/L
9.63
11.2
1
04/06/22 18:51
JMV
V17076
Bis(2-Chloroethoxy)methane
<6.35
u9/L
6.35
11.2
1
04/06/22 18:51
JMV
V17076
Bis(2-Chloroethyl)ether
<8.18
N9/L
8.18
11.2
1
04/06/22 18:51
JMV
V17076
Bis(2-Chloroisopropyl)ether
<7.38
u9/L
7.38
11.2
1
04/06/22 18:51
JMV
V17076
Bis(2-ethylhexyl)phthalate
<9.86
N9/L
9.86
11.2
1
04/06/22 18:51
JMV
V17076
4-13romophenyl phenyl ether
<7.04
u9/L
7.04
22.5
1
04/06/22 18:51
JMV
V17076
Butyl benzyl phthalate
<3.29
N9/L
3.29
11.2
1
04/06/22 18:51
JMV
V17076
4-Chloro-3-methylphenol
<5.86
u9/L
5.86
11.2
1
04/06/22 18:51
JMV
V17076
4-Chloroaniline
<6.07
N9/L
6.07
11.2
1
04/06/22 18:51
JMV
V17076
2-Chloronaphthalene
<8.30
u9/L
8.30
22.5
1
04/06/22 18:51
JMV
V17076
2-Chlorophenol
<7.37
N9/L
7.37
11.2
1
04/06/22 18:51
JMV
V17076
4-Chlorophenyl phenyl ether
<7.86
u9/L
7.86
22.5
1
04/06/22 18:51
JMV
V17076
Chrysene
<6.03
N9/L
6.03
11.2
1
04/06/22 18:51
JMV
V17076
Dibenz(a,h)anthracene
<6.76
u9/L
6.76
22.5
1
04/06/22 18:51
JMV
V17076
Dibenzofuran
<5.72
N9/L
5.72
22.5
1
04/06/22 18:51
JMV
V17076
1,2-Dichlorobenzene
<6.62
u9/L
6.62
11.2
1
04/06/22 18:51
JMV
V17076
1,3-Dichlorobenzene
<6.53
N9/L
6.53
11.2
1
04/06/22 18:51
JMV
V17076
1,4-Dichlorobenzene
<6.62
u9/L
6.62
11.2
1
04/06/22 18:51
JMV
V17076
3,3'-Dichlorobenzidine
<7.39
N9/L
7.39
11.2
1
04/06/22 18:51
JMV
V17076
2,4-Dichlorophenol
<6.20
u9/L
6.20
11.2
1
04/06/22 18:51
JMV
V17076
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 20 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled:
3/31/2022
10:15
Analytical Method: 8270E
Prep Batch(es):
V16999
04/05/22 10:10
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<10.5
Ng/L
10.5
22.5
1
04/06/22 18:51
JMV
V17076
Dimethyl phthalate
<8.76
ug/L
8.76
11.2
1
04/06/22 18:51
JMV
V17076
2,4-Dimethyl phenol
<12.3
Ng/L
12.3
22.5
1
04/06/22 18:51
JMV
V17076
Di-n-butyl phthalate
<8.23
ug/L
8.23
11.2
1
04/06/22 18:51
JMV
V17076
4,6- Din itro-2-methylphenol
<11.1
Ng/L
11.1
33.7
1
04/06/22 18:51
JMV
V17076
2,4-Dinitrophenol
<11.9
ug/L
11.9
33.7
1
04/06/22 18:51
JMV
V17076
2,4-Dinitrotoluene
<5.82
Ng/L
5.82
11.2
1
04/06/22 18:51
JMV
V17076
2,6-Dinitrotoluene
<6.64
ug/L
6.64
22.5
1
04/06/22 18:51
JMV
V17076
Di-n-Octyl Phthalate
<5.61
Ng/L
5.61
11.2
1
04/06/22 18:51
JMV
V17076
Fluoranthene
<6.75
ug/L
6.75
11.2
1
04/06/22 18:51
JMV
V17076
Fluorene
<8.14
Ng/L
8.14
11.2
1
04/06/22 18:51
JMV
V17076
Hexachlorobenzene
<6.47
ug/L
6.47
22.5
1
04/06/22 18:51
JMV
V17076
Hexachlorobutadiene
<6.62
Ng/L
6.62
22.5
1
04/06/22 18:51
JMV
V17076
Hexachlorocyclopentadiene
<6.64
ug/L
6.64
22.5
1
04/06/22 18:51
JMV
V17076
Hexachloroethane
<5.85
Ng/L
5.85
11.2
1
04/06/22 18:51
JMV
V17076
Indeno(1,2,3-cd)pyrene
<6.94
ug/L
6.94
11.2
1
04/06/22 18:51
JMV
V17076
Isophorone
<7.52
Ng/L
7.52
11.2
1
04/06/22 18:51
JMV
V17076
1-Methylnaphthalene
<8.21
ug/L
8.21
11.2
1
04/06/22 18:51
JMV
V17076
2-Methylnaphthalene
<7.75
Ng/L
7.75
11.2
1
04/06/22 18:51
JMV
V17076
2-Methylphenol
<5.89
ug/L
5.89
11.2
1
04/06/22 18:51
JMV
V17076
3&4 Methylphenol
<2.77
Ng/L
2.77
11.2
1
04/06/22 18:51
JMV
V17076
Naphthalene
<8.83
ug/L
8.83
11.2
1
04/06/22 18:51
JMV
V17076
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 21 of 55

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/20/2022
2923 South Tryon St. Ste 100 Information : Received : 04/01/2022
Charlotte , NC 28203
Report Number : 22-091-0033 REPOR T OF A NA L YSIS
Lab No : 97515
Matrix: Aqueous
Sample ID: TMW-6
Sampled: 3/31/2022
10:15
Analytical Method: 8270E
Prep Batch(es):
V16999
04/05/22 10:10
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
2-Nitroaniline
<5.51
Ng/L
5.51
11.2
1
04/06/22 18:51 JMV
V17076
3-Nitroaniline
<5.10
ug/L
5.10
11.2
1
04/06/22 18:51 JMV
V17076
4-Nitroaniline
<5.71
Ng/L
5.71
11.2
1
04/06/22 18:51 JMV
V17076
Nitrobenzene
<8.83
ug/L
8.83
11.2
1
04/06/22 18:51 JMV
V17076
2-Nitrophenol
<6.15
Ng/L
6.15
11.2
1
04/06/22 18:51 JMV
V17076
4-Nitrophenol
<3.15
ug/L
3.15
11.2
1
04/06/22 18:51 JMV
V17076
N-Nitrosodimethylamine
<7.27
Ng/L
7.27
11.2
1
04/06/22 18:51 JMV
V17076
N-Nitrosodiphenyl amine
<12.3
ug/L
12.3
22.5
1
04/06/22 18:51 JMV
V17076
N-Nitroso-di-n-propylamine
<9.11
Ng/L
9.11
22.5
1
04/06/22 18:51 JMV
V17076
Pentachlorophenol
<10.9
ug/L
10.9
56.2
1
04/06/22 18:51 JMV
V17076
Phenanthrene
<7.10
Ng/L
7.10
11.2
1
04/06/22 18:51 JMV
V17076
Phenol
<3.20
ug/L
3.20
11.2
1
04/06/22 18:51 JMV
V17076
Pyrene
<6.07
Ng/L
6.07
11.2
1
04/06/22 18:51 JMV
V17076
Pyridine
<5.96
ug/L
5.96
11.2
1
04/06/22 18:51 JMV
V17076
1,2,4-Trichlorobenzene
<7.00
Ng/L
7.00
11.2
1
04/06/22 18:51 JMV
V17076
2,4,5-Trichlorophenol
<6.54
ug/L
6.54
22.5
1
04/06/22 18:51 JMV
V17076
2,4,6-Trichlorophenol
<7.08
Ng/L
7.08
22.5
1
04/06/22 18:51 JMV
V17076
Surrogate: Phenol-d5
28.4
Limits:
11-100%
1 04/06/22 18:51 JMV
8270E
Surrogate: 2-Fluorobiphenyl
37.0 *
Limits:44-119%
1 04/06/22 18:51 JMV
V17076
Surrogate:2-Fluorophenol
38.8
Limits:19-119%
1 04/06/22 18:51 JMV
V17076
Surrogate: Nitrobenzene-d5
40.6 *
Limits:
44-120%
1 04/06/22 18:51 JMV
V17076
Surrogate:4-Terphenyl-d14
54.4
Limits:50-134%
1 04/06/22 18:51 JMV
V17076
Surrogate: 2,4,6-Tribromophenol
54.6
Limits:43-140%
1 04/06/22 18:51 JMV
V17076
Qualifiers/ * Outside QC Limit
DF
Dilution Factor
Definitions J Estimated value
MQL
Method Quantitation Limit
Page 22 of 55

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC.001
Bo Cappleman
Report
Date : 04/15/2022
2923 South Tryon St. Ste 100
Information :
Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013
REPOR T OF
A NA L YSIS
Lab No : 97580
Matrix: Aqueous
Sample ID: TMW-7
Sampled: 4/1/2022 10:55
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Arsenic
2.533
Ng/L
2.45
5.00
5
04/07/22 18:47
EDV
6020B
Dissolved Arsenic
<2.45
ug/L
2.45
5.00
5
04/15/22 08:21
EDV
6020B
Barium
417
Ng/L
17.0
50.0
5
04/07/22 18:47
EDV
6020E
Dissolved Barium
181
ug/L
17.0
50.0
5
04/15/22 08:21
EDV
6020B
Cadmium
<0.750
Ng/L
0.750
5.00
5
04/07/22 18:47
EDV
6020E
Dissolved Cadmium
<0.750
ug/L
0.750
5.00
5
04/15/22 08:21
EDV
6020B
Chromium
22.4
Ng/L
5.00
10.0
5
04/07/22 18:47
EDV
6020E
Dissolved Chromium
<5.00
ug/L
5.00
10.0
5
04/15/22 08:21
EDV
6020B
Lead
24.9
Ng/L
2.50
5.00
5
04/07/22 18:47
EDV
6020E
Dissolved Lead
5.27
ug/L
2.50
5.00
5
04/15/22 08:21
EDV
6020B
Mercury (Total) <0.00007
mg/L
0.00007
0.00020
1
04/06/22 16:15
EDV
7470A
Dissolved Mercury <0.00007
mg/L
0.00007
0.00020
1
04/15/22 12:43
EDV
7470A
Selenium
<11.5
Ng/L
11.5
25.0
5
04/07/22 18:47
EDV
6020E
Dissolved Selenium
<11.5
ug/L
11.5
25.0
5
04/15/22 08:21
EDV
6020B
Silver
<0.650
Ng/L
0.650
5.00
5
04/07/22 18:47
EDV
6020E
Dissolved Silver
<0.650
ug/L
0.650
5.00
5
04/15/22 08:21
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 6 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97580
Matrix: Aqueous
Sample ID: TMW-7
Sampled:
4/1/2022 10:55
Analytical Method: 8260D
Prep Batch(es):
V17235
04/08/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
9.27
N9/L
1.80
5.00
1
04/08/22 21:19
JLB
V17236
Acrolein
<2.00
u9/L
2.00
5.00
1
04/08/22 21:19
JLB
V17236
Acrylonitrile
<0.230
N9/L
0.230
5.00
1
04/08/22 21:19
JLB
V17236
Benzene
<0.180
u9/L
0.180
0.500
1
04/08/22 21:19
JLB
V17236
Bromobenzene
<0.210
N9/L
0.210
0.500
1
04/08/22 21:19
JLB
V17236
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
04/08/22 21:19
JLB
V17236
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
04/08/22 21:19
JLB
V17236
Bromoform
<1.50
u9/L
1.50
5.00
1
04/08/22 21:19
JLB
V17236
Bromomethane
<0.280
N9/L
0.280
1.00
1
04/08/22 21:19
JLB
V17236
n-Butylbenzene
<0.185
u9/L
0.185
1.00
1
04/08/22 21:19
JLB
V17236
sec -Butyl benzene
<0.200
N9/L
0.200
0.500
1
04/08/22 21:19
JLB
V17236
tert-Butyl benzene
<0.920
u9/L
0.920
2.00
1
04/08/22 21:19
JLB
V17236
Carbon Disulfide
<0.150
N9/L
0.150
5.00
1
04/08/22 21:19
JLB
V17236
Carbon Tetrachloride
<0.180
u9/L
0.180
0.500
1
04/08/22 21:19
JLB
V17236
Chlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 21:19
JLB
V17236
Chlorodibromomethane
<0.190
u9/L
0.190
0.500
1
04/08/22 21:19
JLB
V17236
Chloroethane
<0.430
N9/L
0.430
1.00
1
04/08/22 21:19
JLB
V17236
Chloroform
<0.220
u9/L
0.220
0.500
1
04/08/22 21:19
JLB
V17236
Chloromethane
<0.220
N9/L
0.220
0.500
1
04/08/22 21:19
JLB
V17236
2-Chlorotoluene
<0.200
u9/L
0.200
0.500
1
04/08/22 21:19
JLB
V17236
4-Chlorotoluene
<0.200
N9/L
0.200
0.500
1
04/08/22 21:19
JLB
V17236
Di -Isopropyl Ether (DIPE)
<0.960
u9/L
0.960
5.00
1
04/08/22 21:19
JLB
V17236
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 7 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97580
Matrix: Aqueous
Sample ID: TMW-7
Sampled:
4/1/2022 10:55
Analytical Method: 8260D
Prep Batch(es):
V17235
04/08/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<1.10
N9/L
1.10
2.00
1
04/08/22 21:19
JLB
V17236
1,2-Dibromoethane
<0.200
u9/L
0.200
0.500
1
04/08/22 21:19
JLB
V17236
Dibromomethane
<0.230
N9/L
0.230
0.500
1
04/08/22 21:19
JLB
V17236
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
04/08/22 21:19
JLB
V17236
1,3-Dichlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 21:19
JLB
V17236
1,4-Dichlorobenzene
<0.210
u9/L
0.210
0.500
1
04/08/22 21:19
JLB
V17236
Dichlorodifluoromethane
<1.20
N9/L
1.20
5.00
1
04/08/22 21:19
JLB
V17236
1,1-Dichloroethane
<0.240
u9/L
0.240
0.500
1
04/08/22 21:19
JLB
V17236
1,2-Dichloroethane
<0.150
N9/L
0.150
0.500
1
04/08/22 21:19
JLB
V17236
1,1-Dichloroethene
<0.150
u9/L
0.150
0.500
1
04/08/22 21:19
JLB
V17236
cis- 1,2-Dich loroethene
<0.200
N9/L
0.200
0.500
1
04/08/22 21:19
JLB
V17236
trans- 1.2-Dichloroethene
<0.180
u9/L
0.180
0.500
1
04/08/22 21:19
JLB
V17236
1,2-Dichloropropane
<0.190
N9/L
0.190
0.500
1
04/08/22 21:19
JLB
V17236
1,3-Dichloropropane
<0.130
u9/L
0.130
0.500
1
04/08/22 21:19
JLB
V17236
2,2-Dichloropropane
<0.210
N9/L
0.210
2.00
1
04/08/22 21:19
JLB
V17236
1,1-Dichloropropene
<0.200
u9/L
0.200
0.500
1
04/08/22 21:19
JLB
V17236
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
04/08/22 21:19
JLB
V17236
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
04/08/22 21:19
JLB
V17236
Ethanol
<42.0
N9/L
42.0
200
1
04/08/22 21:19
JLB
V17236
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
04/08/22 21:19
JLB
V17236
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
N9/L
1.80
10.0
1
04/08/22 21:19
JLB
V17236
Hexachlorobutadiene
<0.350
u9/L
0.350
2.00
1
04/08/22 21:19
JLB
V17236
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 8 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97580
Matrix: Aqueous
Sample ID: TMW-7
Sampled:
4/1/2022 10:55
Analytical Method: 8260D
Prep Batch(es):
V17235
04/08/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
N9/L
1.30
10.0
1
04/08/22 21:19
JLB
V17236
2-Hexanone
<0.380
pg/L
0.380
5.00
1
04/08/22 21:19
JLB
V17236
Isopropyl benzene
<0.180
N9/L
0.180
5.00
1
04/08/22 21:19
JLB
V17236
4-Isopropyl toluene
<0.089
pg/L
0.089
0.500
1
04/08/22 21:19
JLB
V17236
Methyl Ethyl Ketone (MEK)
<0.710
N9/L
0.710
5.00
1
04/08/22 21:19
JLB
V17236
Methyl tert-butyl ether (MTBE)
<0.140
pg/L
0.140
0.500
1
04/08/22 21:19
JLB
V17236
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
04/08/22 21:19
JLB
V17236
Methylene Chloride
<0.330
pg/L
0.330
1.00
1
04/08/22 21:19
JLB
V17236
Naphthalene
<0.470
N9/L
0.470
1.00
1
04/08/22 21:19
JLB
V17236
n-Propylbenzene
<0.190
pg/L
0.190
0.500
1
04/08/22 21:19
JLB
V17236
Styrene
<0.220
N9/L
0.220
0.500
1
04/08/22 21:19
JLB
V17236
1,1,1,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
04/08/22 21:19
JLB
V17236
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
04/08/22 21:19
JLB
V17236
Tetrachloroethene
0.221 J
p9/L
0.220
0.500
1
04/08/22 21:19
JLB
V17236
Toluene
<0.220
N9/L
0.220
0.500
1
04/08/22 21:19
JLB
V17236
1,2,3-Trichlorobenzene
<0.380
pg/L
0.380
2.00
1
04/08/22 21:19
JLB
V17236
1,2,4-Trichlorobenzene
<0.310
N9/L
0.310
1.00
1
04/08/22 21:19
JLB
V17236
1,1,1-Trichloroethane
<0.160
pg/L
0.160
0.500
1
04/08/22 21:19
JLB
V17236
1,1,2-Trichloroethane
<0.096
N9/L
0.096
0.500
1
04/08/22 21:19
JLB
V17236
Trichloroethene
0.554
p9/L
0.180
0.500
1
04/08/22 21:19
JLB
V17236
Trichlorofluoromethane
<0.180
N9/L
0.180
0.500
1
04/08/22 21:19
JLB
V17236
1,2,3-Trichloropropane
<0.270
pg/L
0.270
1.00
1
04/08/22 21:19
JLB
V17236
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 9 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97580 Matrix: Aqueous
Sample ID: TMW-7 Sampled: 4/1/2022 10:55
Analytical Method: 8260D Prep Batch(es): V17235 04/08/22 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
1,3,5-Trimethyl benzene
<0.180
Ng/L
0.180
0.500
1
04/08/22 21:19 JLB
V17236
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/08/22 21:19 JLB
V17236
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/08/22 21:19 JLB
V17236
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/08/22 21:19 JLB
V17236
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/08/22 21:19 JLB
V17236
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/08/22 21:19
V17236
Surrogate: 4-13romofluorobenzene
103
Limits:
80-124%
1 04/08/22 21:19 JLB
V17236
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/08/22 21:19 JLB
V17236
Surrogate: 1,2-Dichloroethane - d4
100
Limits:
63-136%
1 04/08/22 21:19 JLB
V17236
Surrogate: Toluene-d8
97.4
Limits:
77-123%
1 04/08/22 21:19 JLB
V17236
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<8.08
Ng/L
8.08
22.7
1
04/11/22 18:23 ANG
V17342
Acenaphthylene
<7.88
u9/L
7.88
22.7
1
04/11/22 18:23 ANG
V17342
Aniline
<8.10
Ng/L
8.10
56.8
1
04/11/22 18:23 ANG
V17342
Anthracene
<7.49
ug/L
7.49
11.4
1
04/11/22 18:23 ANG
V17342
Benzo(a)anthracene
<6.44
Ng/L
6.44
11.4
1
04/11/22 18:23 ANG
V17342
Benzo(a)pyrene
<5.32
ug/L
5.32
11.4
1
04/11/22 18:23 ANG
V17342
Benzo(b)fluoranthene
<5.15
Ng/L
5.15
11.4
1
04/11/22 18:23 ANG
V17342
Benzo(g,h,i)perylene
<4.83
ug/L
4.83
11.4
1
04/11/22 18:23 ANG
V17342
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 10 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013
REPORT OF ANAL YSIS
Lab No : 97580 Matrix: Aqueous
Sample ID: TMW-7 Sampled: 4/1/2022 10:55
Analytical Method: 8270E Prep Batch(es): V17141 04/08/22 10:00
Prep Method: 3510C
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Benzo(k)fluoranthene
<5.34
N9/L
5.34
11.4
1
04/11/22 18:23
ANG
V17342
Benzoic Acid
<13.1
u9/L
13.1
114
1
04/11/22 18:23
ANG
V17342
Benzyl alcohol
<9.80
N9/L
9.80
11.4
1
04/11/22 18:23
ANG
V17342
Bis(2-Chloroethoxy)methane
<6.46
u9/L
6.46
11.4
1
04/11/22 18:23
ANG
V17342
Bis(2-Chloroethyl)ether
<8.32
N9/L
8.32
11.4
1
04/11/22 18:23
ANG
V17342
Bis(2-Chloroisopropyl)ether
<7.51
u9/L
7.51
11.4
1
04/11/22 18:23
ANG
V17342
Bis(2-ethylhexyl)phthalate
<10.0
N9/L
10.0
11.4
1
04/11/22 18:23
ANG
V17342
4-13romophenyl phenyl ether
<7.11
u9/L
7.11
22.7
1
04/11/22 18:23
ANG
V17342
Butyl benzyl phthalate
<3.35
N9/L
3.35
11.4
1
04/11/22 18:23
ANG
V17342
4-Chloro-3-methylphenol
<5.96
u9/L
5.96
11.4
1
04/11/22 18:23
ANG
V17342
4-Chloroaniline
<6.18
N9/L
6.18
11.4
1
04/11/22 18:23
ANG
V17342
2-Chloronaphthalene
<8.38
u9/L
8.38
22.7
1
04/11/22 18:23
ANG
V17342
2-Chlorophenol
<7.50
N9/L
7.50
11.4
1
04/11/22 18:23
ANG
V17342
4-Chlorophenyl phenyl ether
<7.93
u9/L
7.93
22.7
1
04/11/22 18:23
ANG
V17342
Chrysene
<6.13
N9/L
6.13
11.4
1
04/11/22 18:23
ANG
V17342
Dibenz(a,h)anthracene
<6.82
u9/L
6.82
22.7
1
04/11/22 18:23
ANG
V17342
Dibenzofuran
<5.77
N9/L
5.77
22.7
1
04/11/22 18:23
ANG
V17342
1,2-Dichlorobenzene
<6.74
u9/L
6.74
11.4
1
04/11/22 18:23
ANG
V17342
1,3-Dichlorobenzene
<6.65
N9/L
6.65
11.4
1
04/11/22 18:23
ANG
V17342
1,4-Dichlorobenzene
<6.74
u9/L
6.74
11.4
1
04/11/22 18:23
ANG
V17342
3,3'-Dichlorobenzidine
<7.52
N9/L
7.52
11.4
1
04/11/22 18:23
ANG
V17342
2,4-Dichlorophenol
<6.32
u9/L
6.32
11.4
1
04/11/22 18:23
ANG
V17342
Qualifiers/ DF
Dilution Factor
J
Estimated value
Definitions MQL
Method Quantitation Limit
Page 11 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97580
Matrix: Aqueous
Sample ID: TMW-7
Sampled:
4/1/2022 10:55
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<10.6
Ng/L
10.6
22.7
1
04/11/22 18:23
ANG
V17342
Dimethyl phthalate
<8.91
ug/L
8.91
11.4
1
04/11/22 18:23
ANG
V17342
2,4-Dimethyl phenol
<12.4
Ng/L
12.4
22.7
1
04/11/22 18:23
ANG
V17342
Di-n-butyl phthalate
<8.38
ug/L
8.38
11.4
1
04/11/22 18:23
ANG
V17342
4,6- Din itro-2-methylphenol
<11.3
Ng/L
11.3
34.1
1
04/11/22 18:23
ANG
V17342
2,4-Dinitrophenol
<12.0
ug/L
12.0
34.1
1
04/11/22 18:23
ANG
V17342
2,4-Dinitrotoluene
<5.93
Ng/L
5.93
11.4
1
04/11/22 18:23
ANG
V17342
2,6-Dinitrotoluene
<6.70
ug/L
6.70
22.7
1
04/11/22 18:23
ANG
V17342
Di-n-Octyl Phthalate
<5.71
Ng/L
5.71
11.4
1
04/11/22 18:23
ANG
V17342
Fluoranthene
<6.87
ug/L
6.87
11.4
1
04/11/22 18:23
ANG
V17342
Fluorene
<8.29
Ng/L
8.29
11.4
1
04/11/22 18:23
ANG
V17342
Hexachlorobenzene
<6.53
ug/L
6.53
22.7
1
04/11/22 18:23
ANG
V17342
Hexachlorobutadiene
<6.67
Ng/L
6.67
22.7
1
04/11/22 18:23
ANG
V17342
Hexachlorocyclopentadiene
<6.70
ug/L
6.70
22.7
1
04/11/22 18:23
ANG
V17342
Hexachloroethane
<5.95
Ng/L
5.95
11.4
1
04/11/22 18:23
ANG
V17342
Indeno(1,2,3-cd)pyrene
<7.07
ug/L
7.07
11.4
1
04/11/22 18:23
ANG
V17342
Isophorone
<7.65
Ng/L
7.65
11.4
1
04/11/22 18:23
ANG
V17342
1-Methylnaphthalene
<8.36
ug/L
8.36
11.4
1
04/11/22 18:23
ANG
V17342
2-Methylnaphthalene
<7.89
Ng/L
7.89
11.4
1
04/11/22 18:23
ANG
V17342
2-Methylphenol
<6.00
ug/L
6.00
11.4
1
04/11/22 18:23
ANG
V17342
3&4 Methylphenol
<2.82
Ng/L
2.82
11.4
1
04/11/22 18:23
ANG
V17342
Naphthalene
<8.98
ug/L
8.98
11.4
1
04/11/22 18:23
ANG
V17342
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 12 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97580
Matrix: Aqueous
Sample ID: TMW-7
Sampled: 4/1/2022
10:55
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
2-Nitroaniline
<5.61
Ng/L
5.61
11.4
1
04/11/22 18:23 ANG
V17342
3-Nitroaniline
<5.19
ug/L
5.19
11.4
1
04/11/22 18:23 ANG
V17342
4-Nitroaniline
<5.81
Ng/L
5.81
11.4
1
04/11/22 18:23 ANG
V17342
Nitrobenzene
<8.98
u9/L
8.98
11.4
1
04/11/22 18:23 ANG
V17342
2-Nitrophenol
<6.26
Ng/L
6.26
11.4
1
04/11/22 18:23 ANG
V17342
4-Nitrophenol
<3.20
ug/L
3.20
11.4
1
04/11/22 18:23 ANG
V17342
N-Nitrosodimethylamine
<7.40
Ng/L
7.40
11.4
1
04/11/22 18:23 ANG
V17342
N-Nitrosodiphenyl amine
<12.4
ug/L
12.4
22.7
1
04/11/22 18:23 ANG
V17342
N-Nitroso-di-n-propylamine
<9.19
Ng/L
9.19
22.7
1
04/11/22 18:23 ANG
V17342
Pentachlorophenol
<11.1
ug/L
11.1
56.8
1
04/11/22 18:23 ANG
V17342
Phenanthrene
<7.23
Ng/L
7.23
11.4
1
04/11/22 18:23 ANG
V17342
Phenol
<3.26
ug/L
3.26
11.4
1
04/11/22 18:23 ANG
V17342
Pyrene
<6.18
Ng/L
6.18
11.4
1
04/11/22 18:23 ANG
V17342
Pyridine
<6.06
ug/L
6.06
11.4
1
04/11/22 18:23 ANG
V17342
1,2,4-Trichlorobenzene
<7.13
Ng/L
7.13
11.4
1
04/11/22 18:23 ANG
V17342
2,4,5-Trichlorophenol
<6.59
ug/L
6.59
22.7
1
04/11/22 18:23 ANG
V17342
2,4,6-Trichlorophenol
<7.14
Ng/L
7.14
22.7
1
04/11/22 18:23 ANG
V17342
Surrogate: Phenol-d5
25.6
Limits:
11-100%
1 04/11/22 18:23 ANG
8270E
Surrogate:2-Fluorobiphenyl
53.9
Limits:44-119%
1 04/11/22 18:23 ANG
V17342
Surrogate:2-Fluorophenol
39.4
Limits:19-119%
1 04/11/22 18:23 ANG
V17342
Surrogate: Nitrobenzene-d5
54.8
Limits:
44-120%
1 04/11/22 18:23 ANG
V17342
Surrogate:4-Terphenyl-d14
69.2
Limits:50-134%
1 04/11/22 18:23 ANG
V17342
Surrogate: 2,4,6-Tribromophenol
68.0
Limits:43-140%
1 04/11/22 18:23 ANG
V17342
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 13 of 45

Waypoint.
0
449 Springbrook
Rd, Charlotte, NC 28217
Main
704.529.6364
ANALYTICAL
www.waypointanalytical.com
01102
Hart & Hickman (Charlotte)
Project
SLC.001
Bo Cappleman
Report
Date : 04/15/2022
2923 South Tryon St. Ste 100
Information :
Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013
REPOR T OF
A NA L YSIS
Lab No : 97581
Matrix: Aqueous
Sample ID: TMW-8
Sampled: 4/1/2022 10:10
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Arsenic
7.80
Ng/L
2.45
5.00
5
04/07/2218:54
EDV
6020B
Dissolved Arsenic
1.20
u9/L
0.490
1.00
1
04/15/22 08:08
EDV
6020B
Barium
820
Ng/L
17.0
50.0
5
04/07/2218:54
EDV
6020E
Dissolved Barium
140
u9/L
3.40
10.0
1
04/15/22 08:08
EDV
6020B
Cadmium
<0.750
N9/L
0.750
5.00
5
04/07/2218:54
EDV
6020B
Dissolved Cadmium
<0.150
u9/L
0.150
1.00
1
04/15/22 08:08
EDV
6020B
Chromium
235
N9/L
5.00
10.0
5
04/07/2218:54
EDV
6020B
Dissolved Chromium
1.253
u9/L
1.00
2.00
1
04/15/22 08:08
EDV
6020B
Lead
171
N9/L
2.50
5.00
5
04/07/2218:54
EDV
6020B
Dissolved Lead
1.41
u9/L
0.500
1.00
1
04/15/22 08:08
EDV
6020B
Mercury (Total) <0.00007
m9/L
0.00007
0.00020
1
04/06/22 16:17
EDV
7470A
Dissolved Mercury <0.00007
mg/L
0.00007
0.00020
1
04/15/22 12:28
EDV
7470A
Selenium
<11.5
N9/L
11.5
25.0
5
04/07/2218:54
EDV
6020B
Dissolved Selenium
<2.30
u9/L
2.30
5.00
1
04/15/22 08:08
EDV
6020B
Silver
<0.650
N9/L
0.650
5.00
5
04/07/2218:54
EDV
6020B
Dissolved Silver
<0.130
u9/L
0.130
1.00
1
04/15/22 08:08
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 14 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97581
Matrix: Aqueous
Sample ID: TMW-8
Sampled:
4/1/2022 10:10
Analytical Method: 8260D
Prep Batch(es):
V17235
04/08/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
6.75
Ng/L
1.80
5.00
1
04/08/22 21:44
JLB
V17236
Acrolein
<2.00
u9/L
2.00
5.00
1
04/08/22 21:44
JLB
V17236
Acrylonitrile
<0.230
N9/L
0.230
5.00
1
04/08/22 21:44
JLB
V17236
Benzene
<0.180
u9/L
0.180
0.500
1
04/08/22 21:44
JLB
V17236
Bromobenzene
<0.210
N9/L
0.210
0.500
1
04/08/22 21:44
JLB
V17236
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
04/08/22 21:44
JLB
V17236
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
04/08/22 21:44
JLB
V17236
Bromoform
<1.50
u9/L
1.50
5.00
1
04/08/22 21:44
JLB
V17236
Bromomethane
<0.280
N9/L
0.280
1.00
1
04/08/22 21:44
JLB
V17236
n-Butylbenzene
<0.185
u9/L
0.185
1.00
1
04/08/22 21:44
JLB
V17236
sec -Butyl benzene
<0.200
N9/L
0.200
0.500
1
04/08/22 21:44
JLB
V17236
tert-Butyl benzene
<0.920
u9/L
0.920
2.00
1
04/08/22 21:44
JLB
V17236
Carbon Disulfide
<0.150
N9/L
0.150
5.00
1
04/08/22 21:44
JLB
V17236
Carbon Tetrachloride
<0.180
u9/L
0.180
0.500
1
04/08/22 21:44
JLB
V17236
Chlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 21:44
JLB
V17236
Chlorodibromomethane
<0.190
u9/L
0.190
0.500
1
04/08/22 21:44
JLB
V17236
Chloroethane
<0.430
N9/L
0.430
1.00
1
04/08/22 21:44
JLB
V17236
Chloroform
<0.220
u9/L
0.220
0.500
1
04/08/22 21:44
JLB
V17236
Chloromethane
<0.220
N9/L
0.220
0.500
1
04/08/22 21:44
JLB
V17236
2-Chlorotoluene
<0.200
u9/L
0.200
0.500
1
04/08/22 21:44
JLB
V17236
4-Chlorotoluene
<0.200
N9/L
0.200
0.500
1
04/08/22 21:44
JLB
V17236
Di -Isopropyl Ether (DIPE)
<0.960
u9/L
0.960
5.00
1
04/08/22 21:44
JLB
V17236
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 15 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97581
Matrix: Aqueous
Sample ID: TMW-8
Sampled:
4/1/2022 10:10
Analytical Method: 8260D
Prep Batch(es):
V17235
04/08/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dibromo-3-Chloropropane
<1.10
Ng/L
1.10
2.00
1
04/08/22 21:44
JLB
V17236
1,2-Dibromoethane
<0.200
u9/L
0.200
0.500
1
04/08/22 21:44
JLB
V17236
Dibromomethane
<0.230
N9/L
0.230
0.500
1
04/08/22 21:44
JLB
V17236
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
04/08/22 21:44
JLB
V17236
1,3-Dichlorobenzene
<0.190
N9/L
0.190
0.500
1
04/08/22 21:44
JLB
V17236
1,4-Dichlorobenzene
<0.210
u9/L
0.210
0.500
1
04/08/22 21:44
JLB
V17236
Dichlorodifluoromethane
<1.20
N9/L
1.20
5.00
1
04/08/22 21:44
JLB
V17236
1,1-Dichloroethane
<0.240
u9/L
0.240
0.500
1
04/08/22 21:44
JLB
V17236
1,2-Dichloroethane
<0.150
N9/L
0.150
0.500
1
04/08/22 21:44
JLB
V17236
1,1-Dichloroethene
<0.150
u9/L
0.150
0.500
1
04/08/22 21:44
JLB
V17236
cis- 1,2-Dich loroethene
0.2073
N9/L
0.200
0.500
1
04/08/22 21:44
JLB
V17236
trans- 1.2-Dichloroethene
<0.180
u9/L
0.180
0.500
1
04/08/22 21:44
JLB
V17236
1,2-Dichloropropane
<0.190
N9/L
0.190
0.500
1
04/08/22 21:44
JLB
V17236
1,3-Dichloropropane
<0.130
u9/L
0.130
0.500
1
04/08/22 21:44
JLB
V17236
2,2-Dichloropropane
<0.210
N9/L
0.210
2.00
1
04/08/22 21:44
JLB
V17236
1,1-Dichloropropene
<0.200
u9/L
0.200
0.500
1
04/08/22 21:44
JLB
V17236
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
04/08/22 21:44
JLB
V17236
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
04/08/22 21:44
JLB
V17236
Ethanol
<42.0
N9/L
42.0
200
1
04/08/22 21:44
JLB
V17236
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
04/08/22 21:44
JLB
V17236
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
N9/L
1.80
10.0
1
04/08/22 21:44
JLB
V17236
Hexachlorobutadiene
<0.350
u9/L
0.350
2.00
1
04/08/22 21:44
JLB
V17236
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 16 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97581
Matrix: Aqueous
Sample ID: TMW-8
Sampled:
4/1/2022 10:10
Analytical Method: 8260D
Prep Batch(es):
V17235
04/08/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
Ng/L
1.30
10.0
1
04/08/22 21:44
JLB
V17236
2-Hexanone
0.4493
u9/L
0.380
5.00
1
04/08/22 21:44
JLB
V17236
Isopropyl benzene
<0.180
N9/L
0.180
5.00
1
04/08/22 21:44
JLB
V17236
4-Isopropyl toluene
<0.089
u9/L
0.089
0.500
1
04/08/22 21:44
JLB
V17236
Methyl Ethyl Ketone (MEK)
<0.710
N9/L
0.710
5.00
1
04/08/22 21:44
JLB
V17236
Methyl tert-butyl ether (MTBE)
<0.140
u9/L
0.140
0.500
1
04/08/22 21:44
JLB
V17236
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
04/08/22 21:44
JLB
V17236
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
04/08/22 21:44
JLB
V17236
Naphthalene
<0.470
N9/L
0.470
1.00
1
04/08/22 21:44
JLB
V17236
n-Propylbenzene
<0.190
u9/L
0.190
0.500
1
04/08/22 21:44
JLB
V17236
Styrene
<0.220
N9/L
0.220
0.500
1
04/08/22 21:44
JLB
V17236
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
04/08/22 21:44
JLB
V17236
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
04/08/22 21:44
JLB
V17236
Tetrachloroethene
0.617
u9/L
0.220
0.500
1
04/08/22 21:44
JLB
V17236
Toluene
<0.220
N9/L
0.220
0.500
1
04/08/22 21:44
JLB
V17236
1,2,3-Trichlorobenzene
<0.380
u9/L
0.380
2.00
1
04/08/22 21:44
JLB
V17236
1,2,4-Trichlorobenzene
<0.310
N9/L
0.310
1.00
1
04/08/22 21:44
JLB
V17236
1,1,1-Trichloroethane
<0.160
u9/L
0.160
0.500
1
04/08/22 21:44
JLB
V17236
1,1,2-Trichloroethane
<0.096
N9/L
0.096
0.500
1
04/08/22 21:44
JLB
V17236
Trichloroethene
0.832
u9/L
0.180
0.500
1
04/08/22 21:44
JLB
V17236
Trichlorofluoromethane
<0.180
N9/L
0.180
0.500
1
04/08/22 21:44
JLB
V17236
1,2,3-Trichloropropane
<0.270
u9/L
0.270
1.00
1
04/08/22 21:44
JLB
V17236
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 17 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97581 Matrix: Aqueous
Sample ID: TMW-8 Sampled: 4/1/2022 10:10
Analytical Method: 8260D Prep Batch(es): V17235 04/08/22 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
1,3,5-Trimethyl benzene
<0.180
Ng/L
0.180
0.500
1
04/08/22 21:44 JLB
V17236
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/08/22 21:44 JLB
V17236
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/08/22 21:44 JLB
V17236
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/08/22 21:44 JLB
V17236
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/08/22 21:44 JLB
V17236
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/08/22 21:44
V17236
Surrogate: 4-13romofluorobenzene
100
Limits:
80-124%
1 04/08/22 21:44 JLB
V17236
Surrogate: Dibromofluoromethane
102
Limits:
75-129%
1 04/08/22 21:44 JLB
V17236
Surrogate: 1,2-Dichloroethane - d4
102
Limits:
63-136%
1 04/08/22 21:44 JLB
V17236
Surrogate: Toluene-d8
96.6
Limits:
77-123%
1 04/08/22 21:44 JLB
V17236
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Acenaphthene
<7.58
Ng/L
7.58
21.3
1
04/11/22 18:45 ANG
V17342
Acenaphthylene
<7.39
ug/L
7.39
21.3
1
04/11/22 18:45 ANG
V17342
Aniline
<7.59
Ng/L
7.59
53.2
1
04/11/22 18:45 ANG
V17342
Anthracene
<6.96
ug/L
6.96
10.6
1
04/11/22 18:45 ANG
V17342
Benzo(a)anthracene
<5.99
Ng/L
5.99
10.6
1
04/11/22 18:45 ANG
V17342
Benzo(a)pyrene
<4.95
ug/L
4.95
10.6
1
04/11/22 18:45 ANG
V17342
Benzo(b)fluoranthene
<4.79
Ng/L
4.79
10.6
1
04/11/22 18:45 ANG
V17342
Benzo(g,h,i)perylene
<4.49
ug/L
4.49
10.6
1
04/11/22 18:45 ANG
V17342
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 18 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013
REPORT OF ANAL YSIS
Lab No : 97581 Matrix: Aqueous
Sample ID: TMW-8 Sampled: 4/1/2022 10:10
Analytical Method: 8270E Prep Batch(es): V17141 04/08/22 10:00
Prep Method: 3510C
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Benzo(k)fluoranthene
<4.96
Ng/L
4.96
10.6
1
04/11/22 18:45
ANG
V17342
Benzoic Acid
<12.2
u9/L
12.2
106
1
04/11/22 18:45
ANG
V17342
Benzyl alcohol
<9.12
N9/L
9.12
10.6
1
04/11/22 18:45
ANG
V17342
Bis(2-Chloroethoxy)methane
<6.01
u9/L
6.01
10.6
1
04/11/22 18:45
ANG
V17342
Bis(2-Chloroethyl)ether
<7.74
N9/L
7.74
10.6
1
04/11/22 18:45
ANG
V17342
Bis(2-Chloroisopropyl)ether
<6.99
u9/L
6.99
10.6
1
04/11/22 18:45
ANG
V17342
Bis(2-ethylhexyl)phthalate
<9.33
N9/L
9.33
10.6
1
04/11/22 18:45
ANG
V17342
4-13romophenyl phenyl ether
<6.67
u9/L
6.67
21.3
1
04/11/22 18:45
ANG
V17342
Butyl benzyl phthalate
<3.12
N9/L
3.12
10.6
1
04/11/22 18:45
ANG
V17342
4-Chloro-3-methyl phenol
<5.54
u9/L
5.54
10.6
1
04/11/22 18:45
ANG
V17342
4-Chloroaniline
<5.75
N9/L
5.75
10.6
1
04/11/22 18:45
ANG
V17342
2-Chloronaphthalene
<7.86
u9/L
7.86
21.3
1
04/11/22 18:45
ANG
V17342
2-Chlorophenol
<6.97
N9/L
6.97
10.6
1
04/11/22 18:45
ANG
V17342
4-Chlorophenyl phenyl ether
<7.44
u9/L
7.44
21.3
1
04/11/22 18:45
ANG
V17342
Chrysene
<5.70
N9/L
5.70
10.6
1
04/11/22 18:45
ANG
V17342
Dibenz(a,h)anthracene
<6.40
u9/L
6.40
21.3
1
04/11/22 18:45
ANG
V17342
Dibenzofuran
<5.41
N9/L
5.41
21.3
1
04/11/22 18:45
ANG
V17342
1,2-Dichlorobenzene
<6.26
u9/L
6.26
10.6
1
04/11/22 18:45
ANG
V17342
1,3-Dichlorobenzene
<6.18
N9/L
6.18
10.6
1
04/11/22 18:45
ANG
V17342
1,4-Dichlorobenzene
<6.26
u9/L
6.26
10.6
1
04/11/22 18:45
ANG
V17342
3,3'-Dichlorobenzidine
<7.00
N9/L
7.00
10.6
1
04/11/22 18:45
ANG
V17342
2,4-Dichlorophenol
<5.87
u9/L
5.87
10.6
1
04/11/22 18:45
ANG
V17342
Qualifiers/ DF
Dilution Factor
J
Estimated value
Definitions MQL
Method Quantitation Limit
Page 19 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97581
Matrix: Aqueous
Sample ID: TMW-8
Sampled:
4/1/2022 10:10
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<9.96
N9/L
9.96
21.3
1
04/11/22 18:45
ANG
V17342
Dimethyl phthalate
<8.29
u9/L
8.29
10.6
1
04/11/22 18:45
ANG
V17342
2,4-Dimethyl phenol
<11.6
N9/L
11.6
21.3
1
04/11/22 18:45
ANG
V17342
Di-n-butyl phthalate
<7.79
u9/L
7.79
10.6
1
04/11/22 18:45
ANG
V17342
4,6- Din itro-2-methylphenol
<10.5
N9/L
10.5
31.9
1
04/11/22 18:45
ANG
V17342
2,4-Dinitrophenol
<11.3
u9/L
11.3
31.9
1
04/11/22 18:45
ANG
V17342
2,4-Dinitrotoluene
<5.51
N9/L
5.51
10.6
1
04/11/22 18:45
ANG
V17342
2,6-Dinitrotoluene
<6.28
u9/L
6.28
21.3
1
04/11/22 18:45
ANG
V17342
Di-n-Octyl Phthalate
<5.31
N9/L
5.31
10.6
1
04/11/22 18:45
ANG
V17342
Fluoranthene
<6.39
u9/L
6.39
10.6
1
04/11/22 18:45
ANG
V17342
Fluorene
<7.71
N9/L
7.71
10.6
1
04/11/22 18:45
ANG
V17342
Hexachlorobenzene
<6.12
u9/L
6.12
21.3
1
04/11/22 18:45
ANG
V17342
Hexachlorobutadiene
<6.26
N9/L
6.26
21.3
1
04/11/22 18:45
ANG
V17342
Hexachlorocyclopentadiene
<6.28
u9/L
6.28
21.3
1
04/11/22 18:45
ANG
V17342
Hexachloroethane
<5.53
N9/L
5.53
10.6
1
04/11/22 18:45
ANG
V17342
Indeno(1,2,3-cd)pyrene
<6.57
u9/L
6.57
10.6
1
04/11/22 18:45
ANG
V17342
Isophorone
<7.11
N9/L
7.11
10.6
1
04/11/22 18:45
ANG
V17342
1-Methylnaphthalene
<7.77
u9/L
7.77
10.6
1
04/11/22 18:45
ANG
V17342
2-Methylnaphthalene
<7.34
N9/L
7.34
10.6
1
04/11/22 18:45
ANG
V17342
2-Methylphenol
<5.58
u9/L
5.58
10.6
1
04/11/22 18:45
ANG
V17342
3&4 Methylphenol
<2.62
N9/L
2.62
10.6
1
04/11/22 18:45
ANG
V17342
Naphthalene
<8.35
u9/L
8.35
10.6
1
04/11/22 18:45
ANG
V17342
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 20 of 45

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project SLC.001
Bo Cappleman Report Date : 04/15/2022
2923 South Tryon St. Ste 100 Information : Received : 04/20/2022
Charlotte , NC 28203
Report Number : 22-094-0013 REPOR T OF A NA L YSIS
Lab No : 97581
Matrix: Aqueous
Sample ID: TMW-8
Sampled: 4/1/2022
10:10
Analytical Method: 8270E
Prep Batch(es):
V17141
04/08/22 10:00
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
2-Nitroaniline
<5.22
Ng/L
5.22
10.6
1
04/11/22 18:45 ANG
V17342
3-Nitroaniline
<4.82
ug/L
4.82
10.6
1
04/11/22 18:45 ANG
V17342
4-Nitroaniline
<5.41
Ng/L
5.41
10.6
1
04/11/22 18:45 ANG
V17342
Nitrobenzene
<8.35
ug/L
8.35
10.6
1
04/11/22 18:45 ANG
V17342
2-Nitrophenol
<5.82
Ng/L
5.82
10.6
1
04/11/22 18:45 ANG
V17342
4-Nitrophenol
<2.98
ug/L
2.98
10.6
1
04/11/22 18:45 ANG
V17342
N-Nitrosodimethylamine
<6.88
Ng/L
6.88
10.6
1
04/11/22 18:45 ANG
V17342
N-Nitrosodiphenyl amine
<11.6
ug/L
11.6
21.3
1
04/11/22 18:45 ANG
V17342
N-Nitroso-di-n-propylamine
<8.63
Ng/L
8.63
21.3
1
04/11/22 18:45 ANG
V17342
Pentachlorophenol
<10.4
ug/L
10.4
53.2
1
04/11/22 18:45 ANG
V17342
Phenanthrene
<6.72
Ng/L
6.72
10.6
1
04/11/22 18:45 ANG
V17342
Phenol
<3.03
ug/L
3.03
10.6
1
04/11/22 18:45 ANG
V17342
Pyrene
<5.75
Ng/L
5.75
10.6
1
04/11/22 18:45 ANG
V17342
Pyridine
<5.64
ug/L
5.64
10.6
1
04/11/22 18:45 ANG
V17342
1,2,4-Trichlorobenzene
<6.63
Ng/L
6.63
10.6
1
04/11/22 18:45 ANG
V17342
2,4,5-Trichlorophenol
<6.19
ug/L
6.19
21.3
1
04/11/22 18:45 ANG
V17342
2,4,6-Trichlorophenol
<6.70
Ng/L
6.70
21.3
1
04/11/22 18:45 ANG
V17342
Surrogate: Phenol-d5
22.3
Limits:
11-100%
1 04/11/22 18:45 ANG
8270E
Surrogate:2-Fluorobiphenyl
47.9
Limits:44-119%
1 04/11/22 18:45 ANG
V17342
Surrogate:2-Fluorophenol
33.7
Limits:19-119%
1 04/11/22 18:45 ANG
V17342
Surrogate: Nitrobenzene-d5
48.7
Limits:
44-120%
1 04/11/22 18:45 ANG
V17342
Surrogate:4-Terphenyl-d14
65.0
Limits:50-134%
1 04/11/22 18:45 ANG
V17342
Surrogate: 2,4,6-Tribromophenol
61.1
Limits:43-140%
1 04/11/22 18:45 ANG
V17342
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 21 of 45