NC0090140_Application_20220808

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ROY COOPER
Governor ,p.
ELIZABETH S.BISER ^ _
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M,n, r
Secretary -;ter;
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
August 12, 2022
South End Charlotte Owner, LLC
Attn: Michael McNally
3990 Hillsboro Pike, Ste 400
Nashville, TN 37215
Subject: Permit Application
Application No. NC0090140
FULBRIGHT LABORATORIES BROWNFIELD PROPERTY
Mecklenburg County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 50110 in the amount of $860.00 as payment of the application fee.
These items were received in our offices on August 8, 2022. Your application will be assigned to a permit writer within
the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
1 review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
% /Ii
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Bo Cappleman, PG-Hart & Hickman
ec: WQPS Laserfiche File w/application
DE Q) NorthMooresv Carolina
ille Department of610 Environm
EastCenterental QAualityvenue.I DivisionSuitt301 of Moo Waterresvi Resoulle.No rces
North Carolina 28115
704 6631699

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
RECEIVED
S 2022
NCDEQIDWRINPDES
hart Lisio hickman
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#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 919.847.4241 main

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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
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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
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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, TCE, 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
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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 2B 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 2B standard in TMW-6. There were no other VOCs detected above 2L standards or
2B 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
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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 2B standard in the filtered samples collected from TWM-6
and TMW-7, and dissolved chromium was detected above the 2B standard established for
hexavalent chromium (but, not above the 2B standard established for trivalent chromium) in the
filtered sample collected from TWM-6. Note that the 2B 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 2B standard established for total chromium. There
were no other metals detected above 2B standards in the groundwater samples.
Summary of Groundwater I m pacts
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 2B standard, dissolved lead above the 2B standard, total and
dissolved chromium above the 2L standard for total chromium,and dissolved chromium above the
2B 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 2B 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 BF100 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 weeklybasis
p (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 Irrigation
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 Scott Drury, PE
Project Manager Project Manager
Enclosures:
NPDES Permit Application Package
Check for$860, payable to NCDEQ
cc: Mr. Michael McNally, SVP—South End Charlotte Owner, LLC (Via E-Mail)
11
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EPA NPDES Form l

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories OMB No 2040-0004
Form U.S.Environmental Protection Agency
t \—/EPA Application for NPDES Permit to Discharge Wastewater
NPDES GENERAL INFORMATION
SECTION 1.ACTIVITIES REQUIRING AN NPDES PERMIT(40 CFR 122.21(f)and(f)(1))
1.1 Applicants Not Required to Submit Form 1
Is the facility a new or existing publicly owned Is the facility a new or existing treatment works
1.1.1 2
treatment works? 1.1. treating domestic sewage?
If yes,STOP. Do NOT complete ❑✓ No If yes,STOP. Do NOT ✓❑ No
Form 1.Complete Form 2A. complete Form 1.Complete
Form 2S.
1.2 Applicants Required to Submit Form 1
• 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 commercial,mining,or silvicultural facility that is
a production facility? currently discharging process wastewater?
oYes 4 Complete Form 1 ❑✓ No ❑ Yes 4 Complete Form 0 No
a and Form 2B. 1 and Form 2C.
1.2.3 Is the facility a new manufacturing,commercial, 1.2.4 Is the facility a new or existing manufacturing,
ra
mining,or silvicultural facility that has not yet commercial,mining,or silvicultural facility that
commenced to discharge? discharges only nonprocess wastewater?
0 ❑ Yes 4 Complete Form 1 0 No Yes 4 Complete Form El No
ce and Form 2D. 1 and Form 2E.
• 1.2.5 Is the facility a new or existing facility whose
'— discharge is composed entirely of stormwater
associated with industrial activity or whose
discharge is composed of both stormwater and
non-stormwater?
Yes 4 Complete Form 1 ❑✓ No
and Form 2F
unless exempted by
40 CFR
122.26(b)(14)(x)or
(b)(15).
SECTION 2.NAME,MAILING ADDRESS,AND LOCATION(40 CFR 122.21(f)(2))
2.1 Facility Name
Fulbright Laboratories Brownfields Property
2.2 EPA Identification Number
0 NA
2.3 Facility Contact
Name(first and last) Title Phone number
Michael McNally SVP-South End Charlotte Owner,LLC [phone]
crs Email address
[e-mail]
• 2.4 Facility Mailing Address
z
Street or P.O.box
3990 Hillsboro Pike,Ste 400
City or town State ZIP code
Nashville TN 37215
EPA Form 3510-1(revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories OMB No.2040-0004
0
d 2.5 Facility Location
Street,route number,or other specific identifier
73
Q v 1923 South Boulevard
cg County name County code(if known)
E u Mecklenburg 060
E - City or town State ZIP code
III �
Charlotte NC 28203
SECTION 3.SIC AND NAICS CODES(40 CFR 122.21(f)(3))
3.1 SIC Code(s) Description(optional)
651? Office of Real Estate&Construction-Operators of Apartment Buildings
N
O
O
V
co
V
3.2 NAICS Code(s) Description(optional)
a
53111 Lessors of Residential Buildings and Dwellings
N
SECTION 4.OPERATOR INFORMATION(40 CFR 122.21(f)(4))
4.1 Name of Operator
South End Charlotte Owner,LLC
4.2 Is the name you listed in Item 4.1 also the owner?
0 ✓❑ Yes ElNo
4.3 Operator Status
S
❑ Public—federal ❑ Public—state 0 Other public(specify)
o ❑✓ Private ❑ Other(specify)
4.4 Phone Number of Operator
[phone]
4.5 Operator Address
Street or P.O.Box
E 3990 Hillsboro Pike,Ste 400
01)
•= City or town State ZIP code
o �o Nashville TN 37215
ex,
Email address of operator
[e-mail]
SECTION 5.INDIAN LAND(40 CFR 122.21(f)(5))
a 5.1 Is the facility located on Indian Land?
C - ❑Yes ❑✓ No
EPA Form 3510-1(revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories OMB No.2040 0004
0
SECTION 6.EXISTING ENVIRONMENTAL PERMITS(40 CFR 122.21(f)(6))
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)
0 w
c E
a ❑ PSD(air emissions) ❑ Nonattainment program(CAA) ❑ NESHAPs(CAA)
C
w ❑ Ocean dumping(MPRSA) ❑ Dredge or fill(CWA Section 404) ❑ Other(specify)
SECTION 7.MAP(40 CFR 122.21(f)(7))
7.1 Have you attached a topographic map containing all required information to this application?(See instructions for
specific requirements.)
❑✓ Yes ❑ No ❑ CAFO—Not Applicable(See requirements in Form 2B.)
SECTION 8.NATURE OF BUSINESS(40 CFR 122.21(f)(8))
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
cu (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
m 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.
io
z
SECTION 9.COOLING WATER INTAKE STRUCTURES(40 CFR 122.21(f)(9))
9.1 Does your facility use cooling water?
d ❑ Yes ❑✓ No +SKIP to Item 10.1.
e
9.2 Identify the source of cooling water.(Note that facilities that use a cooling water intake structure as described at
rs, 40 CFR 125,Subparts I and J may have additional application requirements at 40 CFR 122.21(r).Consult with your
c U) NPDES permitting authority to determine what specific information needs to be submitted and when.)
O Y
O
U
SECTION 10.VARIANCE REQUESTS(40 CFR 122.21(f)(10))
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
when.)
d ❑ Fundamentally different factors(CWA ❑ Water quality related effluent limitations(CWA Section
Section 301(n)) 302(b)(2))
El Non-conventional pollutants(CWA ❑ Thermal discharges(CWA Section 316(a))
Section 301(c)and(g))
❑✓ Not applicable
EPA Form 3510-1(revised 3-19) Page 3

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories OMB No.2040-0004
4.
SECTION 11.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and(d))
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,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 Column 2
❑✓ Section 1:Activities Requiring an NPDES Permit ❑ wi attachments
❑✓ Section 2:Name,Mailing Address,and Location ❑ w/attachments
❑✓ Section 3:SIC Codes ❑ w/attachments
❑✓ Section 4:Operator Information ❑ w/attachments
❑� Section 5:Indian Land ❑ w/attachments
El Section 6:Existing Environmental Permits ❑ w/attachments
a
❑✓ Section 7:Map ❑ w/topographic w/additional attachments
map
N I
o ❑✓ Section 8:Nature of Business ❑ w/attachments
❑✓ Section 9:Cooling Water Intake Structures ❑ w/attachments
.>
❑✓ Section 10:Variance Requests ❑ w/attachments
c
❑✓ Section 11:Checklist and Certification Statement ❑ w/attachments
d 11.2 Certification Statement
t
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
information submitted. Based on my inquiry of the person or persons who manage the system,or those persons
directly responsible for gathering the information,the information submitted is,to the best of my knowledge and
belief,true, accurate,and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment 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 3-19) Page 4

EPA NPDES Form 2E

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories Brownfiel OMB No.2040-0004
d<
U.S.Environmental Protection Agency
FORM __ Application for NPDES Permit to Discharge Wastewater
2E NPDES ��EPA MANUFACTURING,COMMERCIAL,MINING,AND SILVICULTURAL FACILITIES WHICH
DISCHARGE ONLY NONPROCESS WASTEWATER
SECTION 1.OUTFALL LOCATION(40 CFR 122.21(h)(1))
1.1 i Provide information on each of the facility's outfalls in the table below.
o
Outfall Receiving Water Name Latitude Longitude
— Number h1
03
O 001 Dairy Branch 35° 12' 23" N 80° 51' 21" W
5"
O
SECTION 2.DISCHARGE DATE(40 CFR 122.21(h)(2))
w 2.1 Are you a new or existing discharger?(Check only one response.)
s ro 0 New discharger 0 Existing discharger 4 SKIP to Section 3.
y 2.2 Specify your anticipated discharge date:
Q 04/03/2023
SECTION 3.WASTE TYPES(40 CFR 122.21(h)(3))
' 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? all that apply.)
9 (CheckPPIY)
❑ Sanitary wastes ❑✓ Other nonprocess wastewater(describe/explain
ElRestaurant or cafeteria waste directly below)
m ❑ Non contact cooling water Groundwater from Extraction Wells
Q
3.2 Does the facility use cooling water additives?
cu
R 0 Yes ❑ No 4 SKIP to Section 4.
3.3 List the cooling water additives used and describe their composition.
Cooling Water Additives Composition of Additives
(list) (if available to you)
SECTION 4.EFFLUENT CHARACTERISTICS(40 CFR 122.21(h)(4))
4.1 Have you completed monitoring for all parameters in the table below at each of your outfalls and attached the results to
this application package?
❑ Yes ❑ No;a waiver has been requested from my NPDES permitting authority
(attach waiver request and additional information)4 SKIP to Section 5.
4.2 Provide data as requested in the table below.' (See instructions for specifics.)
v Number of Maximum Daily Average Daily Source
.y Parameter or Pollutant Analyses Discharge Discharge (use codes
— (if actual data (specify units) (specify units) per
' reported) Mass Conc. Mass Conc. instructions)
ccs
1 ii s Biochemical oxygen demand(BOD5) •
Total suspended solids(TSS)
Oil and grease
W Ammonia(as N)
Discharge flow
pH(report as range) MIL 1
Temperature(winter)
Temperature(summer)
'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 0.See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2E(revised 3-19) Page 1

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories Brownfield<_ OMB No.2040-0004
4.3 Is fecal coliform believed present,or is sanitary waste discharged(or will it be discharged)?
❑ Yes ❑ No 4 SKIP to Item 4.5.
4.4 Provide data as requested in the table below.' (See instructions for specifics.)
Number of Maximum Daily Average Daily ' Source
Parameter or Pollutant Analyses Discharge Discharge (Use codes
(if actual data (specify units) (specify units) per
reported) Mass Conc. Mass LConc. Instructions.)
Fecal colifom,
d E.coli
w
Enterococci
• 4.5 Is chlorine used(or will it be used)?
Cfl ❑ Yes ❑ No 4 SKIP to Item 4.7.
Ti; 4.6 Provide data as requested in the table below. (See instructions for specifics.)
Number of Maximum Daily Average Daily • Source
m Parameter or Pollutant Analyses Discharge Discharge (use codes
(if actual data (specify units) (specify units) per
v reported) Mass 11 Conc. Mass ll Conc. instructions)
c
= Total Residual Chlorine i
w 4.7 Is non-contact cooling water discharged(or will it be discharged)?
❑ Yes 0 No 4 SKIP to Section 5.
4.8 Provide data as requested in the table below. (See instructions for specifics.)
Number of Maximum Daily Average Daily Source
Parameter or Pollutant Analyses Discharge Discharge (use codes
(if actual data (specify units) (specify units) per
reported) Mass Conc. Mass I Conc. instructions)
Chemical oxygen demand(COD)
Total organic carbon(TOC)
SECTION 5.FLOW(40 CFR 122.21(h)(5))
5.1 Except for stormwater water runoff,leaks,or spills,are any of the discharges you described in Sections 1 and 3 of this
application intermittent or seasonal?
❑✓ Yes 4 Complete this section. ❑ No 4 SKIP to Section 6.
0 5.2 Briefly describe the frequency and duration of flow.
`L 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.TREATMENT SYSTEM(40 CFR 122.21(h)(6))
6.1 Briefly describe any treatment system(s)used(or to be used).
E
°= Groundwatergenerated byupto four extraction wells will be treated usingphysical filtration/adsorption processes.
N P V P
cn The groundwater will be pumped into an equalization tank,then through a bag filter,an organoclay(zeolite)filtration
E unit,and a granular activated carbon filtration unit prior to direct discharge to an on-Site storm water sewer catch
basin. Refer to the NPDES permit application package for additional information/details.
R
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 0.See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2E(revised 3-19) Page 2
l

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
Fulbright Laboratories Brownfields OMB No.2040-0004
SECTION 7.OTHER INFORMATION(40 CFR 122.21(h)(7))
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 permit 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,
sewer line,and discharge locations. Documentation of Charlotte-Mecklenburg Storm Water Services approval to
‘41 discharge into the storm water sewer is included in the NPDES permit application package.
L_
0
SECTION 8.CHECKLIST AND CERTIFICATION STATEMENT(40 CFR 122.22(a)and (d))
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 Column 2
❑✓ Section 1:Outfall Location ❑✓ 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:Flow ❑ w/attachments
to
o ❑✓ Section 6:Treatment System Elw/attachments
R
trz I r
❑✓ Section 7:Other Information ❑✓ w/attachments
❑✓ Section 8:Checklist and Certification Statement 0 w/attachments
c
8.2 Certification Statement
/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 information
submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly
responsible for gathering the information,the information submitted is, to the best of my knowledge and belief,true,
accurate,and complete. I am aware that there are significant penalties for submitting false information,including the
possibility of fine and imprisonment 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 3510-2E(revised 3-19) Page 3

Table A of EPA NPDES Form 2C

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
OMB No.2040-0004
Fulbright Laboratories Brownfielcb 001
TABLE A.CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(iii))1
Effluent Intake
Waiver (Optional)
Units Maximum Maximum Long-Term
Pollutant Requested
(if applicable) (specify) Daily Monthly Average Daily Number of Long-Term Number of
Discharge Discharge Discharge Analyses Average Value Analyses
(required) (if available) (if available)
❑ Check here if you have applied to your NPDES permitting authority for a waiver for all of the pollutants listed on this table for the noted outfall.
1 Biochemical oxygen demand Concentration
ID
(BOD s) Mass
2 Chemical oxygen demand ❑ Concentration
(COD) Mass
Concentration
3. Total organic carbon(TOC) ❑✓
Mass
Concentration 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(maximum) ❑ 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(Revised 3-19) Page 9

Table B of EPA NPDES Form 2C

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence Intake
(check one) Effluent (optional)
Pollutant/Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long- Number
Present Absent Daily Monthly Daily of Term of
Discharge Discharge Discharge Analyses Average Analyses
(required) (if available) Value
(if available)
0 Check here if you qualify as a small business per the instructions to Form 2C and,therefore,do not need to submit quantitative data for any of the organic toxic 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.Toxic Metals,Cyanide,and Total Phenols
Antimony,total Concentration
1.1 (7440-36-0) Mass
1 2 Arsenic,total 0 Concentration mg/L 0.0078
(7440-38-2) Mass
1.3 Beryllium,total 0Concentration
0 El
(7440-41-7) Mass
Cadmium,total Concentration
1.4 (7440 43 9) El El
Mass
1.5 Chromium,total Concentration mg/L 0.235
(7440-47-3) Mass
1.6 Copper,total El Concentration
(7440-50-8) Mass
1 7 Lead,total 0 Concentration mg/L 0.171
0 El
(7439-92-1) Mass
1.8 Mercury,total ❑ Concentration
0 El
(7439-97-6) Mass
1.9 Nickel,total Concentration
(7440-02-0) Mass
1.10 Selenium,total ❑ Concentration
(7782-49-2) Mass
Silver,total Concentration
1.11 (7440 22 4) 0 0 1
Mass
EPA Form 3510-2C(Revised 3-19) Page 11

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent Intake
(optional)
Pollutant/Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average I, Number Long- Number
Present Absent Daily Monthly Daily of Term of
Discharge d Discharge
) f available) Discharge Analyses AverageValue Analyses
(if available)
Thallium,total ✓ Concentration
0 El
_.
1.12 (7440-28-0) Mass
1.13 Zinc,total 0 Concentration
El 0
(7440-66-6) Mass
1.14 Cyanide,total 0 Concentration
(57-12-5) Mass
1.15 Phenols,total 0 Concentration
Mass
Section 2.Organic Toxic Pollutants(GC/MS Fraction—Volatile Compounds) y
21 Acrolein Concentration
(107-02-8) Mass
2.2 Acrylonitrile 0 Concentration
El El
(107-13-1) Mass
2.3 Benzene 0Concentration
(71-43-2) Mass
2.4 Bromoform ❑ Concentration
(75-25-2) Mass
2.5 Carbon tetrachloride 0 El0Concentration
(56-23-5) Mass
Chlorobenzene ✓ Concentration
2.6 (108 90 7) ❑ ❑ Mass
2.7 Chlorodibromomethane 0 0 0Concentration
(124-48-1) Mass
2.8 Chloroethane Concentration
El 0
(75-00-3) ✓ Mass
EPA Form 3510-2C(Revised 3-19) Page 12

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent Intake
(optional)
Pollutant/Parameter Testing Units Long-Term
Maximum Maximum Long-
(and CAS Number,if available) Required Believed Believed (specify) Average Number Number
Daily Monthly
Term
Present AbsentDailyof of
Discharge Discharge Average
g l Discharge Analyses Analyses
(required) (if available) g Value
(if available)
2 9 2-chloroethylvinyl ether ❑ ❑ ❑✓ Concentration _
(110-75-8) Mass
Concentration mg/L 0.000248
1 2.10 Chloroform(67-66-3) 0 ❑✓ 0 Mass
211 Dichlorobromomethane ❑ 0 ❑ Concentration
(75-27-4) Mass
212 1,1-dichloroethane ❑ ❑ ❑ Concentration mg/L 0.000427
(75-34-3) Mass
2.13 1,2-dichloroethane ❑ El Concentration
(107-06-2) Mass
2.14 1,1-dichloroethylene ❑ ❑ ❑ Concentration mg/L 0.00427
(75-35-4) Mass
2.15 1,2-dichloropropane ❑ El Concentration
(78-87-5) Mass
2.16 1,3-dichloropropylene ❑ El
(542-75-6) Mass
217 Ethylbenzene ❑ El
Concentration
(100-41-4) Mass
2.18 Methyl bromide ❑ ❑ Concentration
(74-83-9) Mass
2.19 Methyl chloride El ❑ Concentration
(74-87-3) Mass
2.20 Methylene chloride ❑ ❑ 0Concentration
(75-09-2) Mass
221 1,1,2,2-tetrachloroethane El El ❑ Concentration
(79-34-5) Mass
EPA Form 3510-2C(Revised 3-19) Page 13

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent Intake
(optional)
Pollutant/Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long- Number
Present Absent Daily Monthly Daily of Term of
Discharge Discharge Dischar a Anal Average
g yses Analyses
(required) (if available) Value
(if available)
2 22 Tetrachloroethylene 0 Concentration mg/L u.uulJ4
El 0
(127-18-4) Mass
2.23 Toluene ElConcentration mg/L 0.000291
(108-88-3) Mass
2.24 1,2-trans-dichloroethylene ❑ Concentration mg/L 0.291
El El
(156-60-5) Mass
2.25 1,1,1-trichloroethane El 0 ❑ Concentration
(71-55-6) Mass
2.26 1,1,2-trichloroethane ❑ ❑ ❑ Concentration
(79-00-5) Mass
2.27 Trichloroethylene 0 Concentration mg/L 0.0745
(79-01-6) Mass
2.28 Vinyl chloride Concentration mg/L 0.178
(75-01-4) Mass
Section 3.Organic Toxic Pollutants(GC/MS Fraction—Acid Compounds)
3.1 2-chlorophenol 0 c] Concentration
(95-57-8) Mass
2,4-dichlorophenol1=1 Concentration
3.2 (120-83-2) El �
Mass
2,4-dimethylphenol Concentration
3.3 (105-67-9) Mass
3.4 4,6 dinitro o cresol 12 Concentration
-
El 0
(534-52-1) Mass
3.5 2,4-dinitrophenol a Concentration
(51-28-5) Mass
EPA Form 3510-2C(Revised 3-19) Page 14

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence
(check one) Effluent Intake
(optional)
Pollutant/Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long- Number
Present Absent Daily Monthly Term
of of
Discharge Discharge DisDchar a Analyses Average Analyses
(required) (if available) g Value
(if available)
3.6 2-nitrophenol Concentration
(88-75-5) Mass
4-nitrophenol 0 Concentration _
3.7 (100-02-7) Mass
3.8 p-chloro-m-cresol Concentration
(59-50-7) Mass
3.9 Pentachlorophenol 0 0Concentration
(87-86-5) Mass
Phenol Concentration
3.10 (108952) El
0 0
Mass
3.11 2,4,6-trichlorophenol 0 0 0Concentration
(88-05-2) Mass
Section 4.Organic Toxic Pollutants(GCIMS Fraction—Base/Neutral Compounds)
4.1 Acenaphthene ❑ ❑ /I Concentration
(83-32-9) Mass
4.2 Acenaphthylene ❑ 0Concentration
(208-96-8) Mass
4.3 Anthracene a Concentration
0 El
(120-12-7) Mass
4.4 Benzidine ❑ Concentration
El 0
(92-87-5) Mass
4.5 Benzo(a)anthracene ❑ 00Concentration
(56-55-3) Mass
4.6 Benzo(a)pyrene 0 0Concentration
(50-32-8) Mass
EPA Form 3510-2C(Revised 3-19) Page 15

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
OMB No.2040-0004
Fulbright Laboratories Brownfields 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence Intake
(check one) Effluent
(optional)
Pollutant/Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long- Number
Present Absent Daily Monthly Daily of Term of
Discharge Discharge Discharge Analyses Average Analyses
(required) (if available) (if avails g Value
4.7 3,4-benzofluoranthene ElO Concentration
El
(205-99-2) Mass
Benzo(ghi)perylene 0 Concentration
4.8 El 0
(191-24-2) Mass
4.9 Benzo(k)fluoranthene El El
(207-08-9) ✓ Mass
4.10 Bis(2-chloroethoxy)methane 0 [21 Concentration
(111-91-1) Mass
4.11 Bis(2-chloroethyl)ether CIConcentration
(111-44-4) Mass
Bis(2-chloroisopropyl)ether 0 Concentration
4.12 0 El
(102-80-1) Mass
4.13 Bis(2-ethylhexyl)phthalate El 0 Concentration
(117-81-7) ✓ Mass
4.14 4-bromophenyl phenyl ether El El Concentration
(101-55-3) ✓ Mass
4.15 Butyl benzyl phthalate El 0 1:1 Concentration
(85-68-7) Mass
4.16 2-chloronaphthalene Concentration
(91-58-7) ✓ Mass
4-chlorophenyl phenyl ether ✓ Concentration
4.17 El 0(7005-72-3) Mass
Chrysene 1:1Concentration
4.18 El 0
(218 01 9)
Mass
4.19 Dibenzo(a,h)anthracene El Concentration
(53-70-3) ✓ Mass
EPA Form 3510-2C(Revised 3-19) Page 16

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
OMB No.2040-0004
Fulbright Laboratories Brownfields 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence Intake
(check one) Effluent (optional)
Pollutant/Parameter Testing Units Long-Term I _
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long Number
Present Absent Daily Monthly Daily of Term of
Discharge(required) Discharge it available) Discharge Analyses AverageValue Analyses
(if available)
4.20 1,2-dichlorobenzene ElConcentration
El El
(95-50-1) Mass
4.21 1,3-dichlorobenzene ❑ ❑ ❑✓ Concentration
(541-73-1) Mass
4.22 1,4-dichlorobenzene ❑ El0Concentration
(106-46-7) Mass
4.23 3 3-dichlorobenzidine � 0Concentration
(91-94-1) Mass
4.24 Diethyl phthalate © Concentration
El El
(84-66-2) Mass
4.25 Dimethyl phthalate 0 El2Concentration
(131-11-3) Mass
4.26 Di-n-butyl phthalate El © Concentration
(84-74-2) Mass
4.27 2,4-dinitrotoluene ❑ El © Concentration
(121-14-2) Mass
4.28 2,6-dinitrotoluene El El0Concentration
(606-20-2) Mass
4.29 Di-n-octyl phthalate ❑ ❑ ElConcentration
(117-84-0) Mass
4.30 1,2-Diphenylhydrazine ❑ ElConcentration
0
(as azobenzene)(122-66-7) Mass
4.31 Fluoranthene Concentration
El El 1=1
(206-44-0) Mass
4.32 Fluorene 1:3Concentration
El El
(86-73-7) Mass
EPA Form 3510-2C(Revised 3-19) Page 17

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
OMB No.2040-0004
Fulbright Laboratories Brownfields 001
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence Intake
(check one) Effluent
(optional)
Pollutant/Parameter Testing Units Long-Term _
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long Number
Present Absent Daily Monthly Term
Discharge Daily D i Ae
Dharge Analyses Analyses
(required) (if available) Value
(if available)
4.33 Hexachlorobenzene El El IDConcentration
(118-74-1) Mass
4.34 Hexachlorobutadiene 0Concentration
El El
• (87-68-3) Mass
4.35 Hexachlorocyclopentadiene 0Concentration
El El
(77-47-4) Mass
4.36 Hexachloroethane 0Concentration
(67-72-1) Mass
4.37 Indeno(1,2,3-cd)pyrene El0Concentration
El
(193-39-5) Mass
4.38 Isophorone 0Concentration
El El
(78-59-1) Mass
4.39 Naphthalene ❑ Concentration mg/L 0.00542
El El(91-20-3) Mass
4.40 Nitrobenzene 0Concentration
El El
(98-95-3) Mass
N-nitrosodimethylamine El Concentration
4.41 El
(62-75-9) Mass
4.42 N-nitrosodi-n-propylamine El El0Concentration
(621-64-7) Mass
4.43 N-nitrosodiphenylamine ❑ Concentration
(86-30-6) Mass
4.44 Phenanthrene CIConcentration
(85-01-8) Mass
Pyrene Concentration
4.45 (129-00-0) Mass
EPA Form 3510-2C(Revised 3-19) Page 18

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v)1
Presence or Absence
(check one) Effluent Intake
(optional)
Pollutant/Parameter Testing Units Long-Term -
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long Number
Present Absent Daily Monthly Term
of of
Discharge Discharge Discharge Analyses Average Analyses
(required) (if available) (if availa rg) Value
4.46 1,24 tnchlorobenzene ❑ ❑ E Concentration
(120-82-1) Mass
L -- _
Section 5.Organic Toxic Pollutants(GC/MS Fraction—Pesticides)
51 Aldrin Concentration
El El El
(309-00-2) Mass
5.2 a-BHC Concentration
(319-84-6) Mass
(3-BHC Concentration
5.3 (319-85-7) � � Mass
5.4 y-BHC Concentration
(58-89-9) Mass
b-BHC Concentration
5.5 0 El El
(319-86-8) Mass _
5.6 Chlordane Concentration
(57-74-9) Mass
5.7 4,4'-DDT Concentration
(50-29-3) Mass
5.8 4,4'-DDE 0Concentration
El 0
(72-55-9) Mass _ _
5.9 4,4'-DDD ❑� Concentration
(72-54-8) Mass
5.10 Dieldrin Concentration
El 0 El
(60-57-1) Mass _
5.11 a-endosulfan ❑✓ Concentration
El 0(115-29-7) Mass
EPA Form 3510-2C(Revised 3-19) Page 19

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence Intake
(check one) Effluent
(optional)
Pollutant/Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long- Number
Present Absent Daily Monthly Term
Daily of of
Discharge Discharge
available)g Di harge Analyses AverageValue Analyses
(required)
(if available)
{3-endosulfan Concentration
5.12
❑ ❑ ❑ .
(115-29-7) Mass
Endosulfan sulfate Concentration
5.13 (1031-07-8) Mass
Endrin Concentration
5.14 (72 20 8) 0 El ❑ Mass
Endrin aldehyde Concentration
5.15 (7421-93-4) ElMass
5.16 Heptachlor El ❑ ❑ Concentration
(76-44-8) Mass
Heptachlor epoxide Concentration
5.17 (1024-57-3) 0 ❑ ❑✓ Mass
PCB-1242 Concentration
5.18 (53469-21-9) 0 ❑ ✓❑ Mass
PCB-1254 Concentration
5.19 (11097-69-1) ❑ 0 ❑✓
Mass _
PCB-1221 Concentration
5.20 (11104-28-2) 0 ❑ ✓❑ Mass
PCB-1232 Concentration
5.21 (11141-16-5) ❑ 0 ❑✓ Mass
PCB-1248 Concentration
5.22 (12672-29-6) ❑ ❑ 0 Mass
PCB-1260 Concentration
5.23 (11096-82-5) 0 ❑ ❑✓ Mass _
PCB-1016 Concentration
5.24 (12674-11-2) 0 0 ❑✓ Mass
EPA Form 3510-2C(Revised 3-19) Page 20

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE B.TOXIC METALS,CYANIDE,TOTAL PHENOLS,AND ORGANIC TOXIC POLLUTANTS(40 CFR 122.21(g)(7)(v))1
Presence or Absence Intake
(check one) Effluent
(optional)
Pollutant]Parameter Testing Units Long-Term
(and CAS Number,if available) Required Believed Believed (specify) Maximum Maximum Average Number Long- Number
Present Absent Daily Monthly Term
of of
Discharge Di ValueAnalyses AverageValue Analyses
(required) (if available) (if available) _
Toxaphene Concentration
5.25
(8001-35-2) ❑ 0 ✓❑
Mass
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 0. 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 Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE C.CERTAIN CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(vi))1
Presence or Absence Intake
(check one) Effluent (Optional)
Units
Pollutant Maximum Long-Term
Believed Believed (specify) Maximum Daily Monthly Average Daily Number of Long-Term Number of
Present Absent Disc
harge
ge Discharge Discharge Analyses Average Analyses
q ' ) (if available (if avai Value tlable�
❑ Check here if you believe all pollutants on Table C to be present in your discharge from the noted outfall.You need not complete the'Presence or Absence"column of Table C for
each pollutant.
1.71
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 ❑ ❑ Concentration
(24959-67-9) Mass
2 Chlorine,total 0 ❑ Concentration
residual Mass
3. Color El 0 Concentration
Mass
Concentration
4. Fecal coliform 0 ❑ Mass
5 Fluoride ❑ ❑ Concentration
(16984-48-8) Mass
Concentration
6 Nitrate-nitrite 0 0 Mass
Nitrogen,total Concentration
7' organic(as N) ❑ ❑ Mass
Concentration
8. Oil and grease 0 0 Mass
g Phosphorus(as ❑ ❑ Concentration
P),total(7723-14-0) Mass
Sulfate(as SO4) Concentration
la Sulfate ❑ 0
Mass
Concentration
11. Sulfide(as S) 0 0 Mass
EPA Form 3510-2C(Revised 3-19) Page 23

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE C.CERTAIN CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(vi))'
Presence or Absence
(check one) Effluent Intake
(Optional)
Pollutant Units Maximum Long-Term
Believed Believed (specify) Maximum Daily Long-Term
Present Absent Discharge Monthly Average Daily Number of Average Number of
(required) Discharge Discharge Analyses Value Analyses
(if available) Of available)
12. Sulfite(as SO3) ❑ ❑ Concentration
(14265-45-3) Mass
Concentration
13. Surfactants ❑ ❑ Mass
14. Aluminum,total ❑ ❑ Concentration
—
(7429-90-5) Mass
15. Barium,total ❑ ❑ Concentration
(7440-39-3) Mass
16. Boron,totalEl ❑ Concentration
(7440-42-8) Mass
17. Cobalt,total El ❑ Concentration
(7440-48-4) Mass
18 Iron,total ❑ ❑ Concentration
(7439-89-6) Mass
19 Magnesium,total ❑ ❑ Concentration
(7439-95-4) Mass
Molybdenum, Concentration
20. total ❑ ❑ Mass
(7439-98-7)
21 Manganese,total ❑ ❑ Concentration
(7439-96-5) Mass
22. Tin,total ❑ ❑ Concentration
(7440-31-5) Mass
23. Titanium,total ❑ ❑ Concentration
(7440-32-6) Mass
EPA Form 3510-2C(Revised 3-19) Page 24

EPA Identification Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
Fulbright Laboratories Brownfields 001 OMB No.2040-0004
TABLE C.CERTAIN CONVENTIONAL AND NON CONVENTIONAL POLLUTANTS(40 CFR 122.21(g)(7)(vi))1
Presence or Absence Intake
(check one) Effluent (Optional)
Pollutant Units Maximum Long-Term
Believed Believed (specify) Maximum Daily Long-Term
Present Absent Discharge Monthly Average Daily Number of Average Number of
Discharge Discharge Analyses Analyses
(required) Value
(if available) (if available)
24. Radioactivity
Concentration
Alpha,total ❑ ❑ Mass
Concentration
Beta,total 0 0 Mass
Concentration
Radium,total ❑ ❑ Mass
Concentration
Radium 226,total 0 0 Mass
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 0. See instructions and 40 CFR 122.21(e)(3).
EPA Form 3510-2C(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
Evaluation Area Downgradient of Former Chemical Mixing Building Downgradient of H&H Auto Proposed Subgrade 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-8 111 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(8260D1
Acetone 7.23 11.0 3.60 J 5.81 9.27 6.75 6,000 2,000(4)
Chloroform . . z , 0.248 J 70 2,000(3)
1,1-Dichloroethane 0.427 J 6 100(4)
1,1-Dichloroethene 3.52 J 4.27 J ' 350 20,000(3)
cis-1,2-Dichloroethene 2,390 2,280 0.428 J 0.207 J 70 60(4)
trans-1,2-Dichloroethene 273 291 100 4,000(3)
Methyl Ethyl Ketone(MEK) 1.46 J 1.62 J 4,000 26,000(4)
Naphthalene 5.42 J 6 12(4)
Tetrachloroethene 4.24 J 5.54 • :.. . 4.95 0.221 J 0.617 0.7 3.3(2)
Toluene 0.291 J 600 11(2)
Trichloroethene 0.215 J 67.9 74.5 2.51 0.554 0.832 3 30(2)
Vinyl Chloride 167 178 0.03 2.4(2)
SVOCs(8270E)
Metals(6020B/7470A1 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 2.53 J z 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 - . -. 2 0.31(2.h)
Cr03=53A(2,h.d)
Chromium(Total) 4.58 5.44 4.85 18.0 4.26 3.37 85.3 25.5 22.4 . 235 1.25 J 10 Cr+6= 11(2
•h•d)
Lead 0.689 J 0.684 J 0.731 J 5.32 1.45 4.19 0.663 J 32.1 6.70 24.9 171 1.41 15 1.62(2.h.d)
Mercury i (O0O07 1 0.012(2)
<11.5 11 . 5
Selenium 1.45 J 11.5 20
Silver 0.439 J . . . , - • .. 20 0.06(2.d)
Notes
1)North Carolina Department of Environmental Quality(DEQ) 15A NCAC 02L.0202 Groundwater Standard(2L Standard)from table dated April 2022.
2)NC 15A North Carolina Administrative Code 02B.0202 Surface Water Quality Standard(2B 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 28 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.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA"Master Projects/Southern Land Company(SLC)/SLC-001 South Boulevard Assemblage/NPDES Permit/GW Data
6/28/2022
Hart& Hickman, PC

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TITLE
0 z,000 a,000 SITE LOCATION TOPOGRAPHIC MAP
SCALE IN FEET PROJECT
FULBRIGHT LABORATORIES BROWNFIELDS PROPERTY
1919, 1923,AND 1933 SOUTH BOULEVARD
U.S.G.S. QUADRANGLE MAP CHARLOTTE,NORTH CAROLINA
m° le 2923 South rryon Street-Suite 100
CHARLOTTE WEST, NORTH CAROLINA 2013 hart 1 hickman Charlotte.North CaroIina282O3
CHARLOTTE EAST, NORTH CAROLINA 2013 • 70a-586-0007(p�70a-586-0373(f)
SMARTER ENVIRONMENTAL SOLUTIONS License 7 C-1269 A C-245 Geolog'\
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QUADRANGLE DATE: 06-28-22 REVISION NO 0
7.5 MINUTE SERIES (TOPOGRAPHIC) JOB NO SLC-001 FIGURE NO 1

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'^ �, \ ` +k" - ` L-57 APPROXIMATE LOCATION OF
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TEMPORARY MONITORING WELL
r� r-7 PROPOSED ELEVATOR PIT AND
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MULTI-TENANT COMMERCIA ,.
At. TYBER CREEK PUB (1919 SOUTH BOULEVARD)
/ (1933 SOUTH BOULEVARD)
• VACANT COMMERCIAL '
' (1923 SOUTH BOULEVARD) 4r
/
1. VACANT COMMERCIAL PROPERTY
(1912 CLEVELAND AVENUE)
m s / S, M . /
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pJ (2102 SOUTH BOULEVARD) BROWNFIELDS PROPERTY
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r -" '_ - } hart hickman Charlotte,North Carolina 28203
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LEGEND
SITE PROPERTY BOUNDARY itt.
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
PROJECT FULBRIGHT LABORATORIES
BROWNFIELDS PROPERTY
CHARLOTTE, NORTH CAROLINA
ill 2923 Sour 1 I rV•on Street-Suite lUU
hart hickman Charlotte,Noah Carolina 28203
704-586-0007(h)704-586-0373(t)
NOTE:STORM WATER SEWER BASE MAP OBTAINED FROM THE SMARTER ENVIRONMENTAL SOLUTIONS LicLnsc#C-1269/#C-245 Gcol„y
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 3990 HILLSBORO PIKE,SUITE 400
NASHVILLE,TN 37215
COMPANY OFFICE:615.778.3150
FAX:[phone]
WWW.SOUTHERNLAND.COM
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, NC 28203
Dear Bo:
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,
C4-4(2)
Mich el McNally

Attachment B
CMSWS Approval for Discharge to Storm Water Sewer System

Charlotte-Mecklenburg
/ /
STORM
WATER StormWater.CharMeck.org
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
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
g
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].
•
145 Sot
Avenue 1M 600 East ath 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
43) EQT TRANSFER PUMP O EQT TRANSFER PUMP OPERATING
413) EXTRACTION WELL PUMP O DEWATERING PUMP(S)OPERATING
ALARM LIGHTS
OEQT LSHH
OTRANSFER PUMP PSHH
INFLUENT FROM EXTRACTION
WELLS (GROUNDWATER WITH VOCS --
AND/OR DISSOLVED METALS)
I
z
--r r EQUALIZATION 6,000 TO 21,000 GALLT)
f I I I
+- 4 4- -
•
Y■ II■ NY
EXTRACTION
WELL Q r
EXTRACTION
PUMP 1,900 LB LIQUID 1,000 LB LIQUID
PHASE HS-200 PHASE GAC VESSEL
• ORGANOCLAY VESSEL •
OE ,
0
TRANSFER PUMP
OPERATED AT 16 GPM
(MAX) H ÷4-
BF100 BAG FILTER J
EFFLUENT DISCHARGE
TO CATCH BASIN
LEGEND
TOTALIZING FLOW METER(LIQUID)
72, CEO PRESSURE SWITCH HIGH/HIGH
PI PRESSURE INDICATOR
(0 I�- LEVEL SWITCH HIGH/HIGH
® LEVEL SWITCH HIGH PROPOSED GROUNDWATER TREATMENT
® LEVEL SWITCH LOW SYSTEM SCHEMATIC
GATE/BALL VALVE PROJECT
FULBRIGHT LABORATORIES
(yI CHECK VALVE BROWNFIELDS PROPERTY
CHARLOTTE, NORTH CAROLINA
SAMPLE PORT
2923 South"Tryon Street-Suite 100
ELECTRIC/CONTROL LINE
hart hickman Charlotte,North Carolina 28203
7114-586-01107(p)704-586-0373(t)
SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
DATE:6-28-22 REVISION NO.0
JOB NO.SLC-001 ATTACHMENT NO.C
2

1 Poly Tank Poly Roll-Off OR-1000TM 6300
. Overview:
Rain For Rent's 6,300-gallon Poly Roll-Off 0R-10001M tank is
made from cross-linked polyethylene for superior durability,
safety,and chemical resistance.It is an ideal storage solution It
for adding liquid capacity to tight job areas.The versatility of .III i I.
:11101
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-bOOTM lining is f r -.
designed to hold up to some of the most aggressive industrial •-�,._" ' -'*
chemical storage applications.
Features:
• 6,300ga1(15066L)high capacity storage volume •`'
• Rotomolded XPLE seamless tank construction with OR-1000T"
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 a�
transportationSaled24" and with 8"pressure
VAPOR TIGHT
• Sealed 24"manways with 8"pressure relief vent for vapor tight
i
storage applications
• 2 x 4"IMFO flanged drain connections
• Front&Rear OSHA-compliant ladder access to the rooftop
connections
Specs: Accessories:
• E-ContaiW Spillguards
Material XLPE w/OR-1000TM Liner • SolidGround®Traction mats
Capacity 6,300 gallons • Spillguard Hose Bridges
Manways (2)24"Sealed Manways: • Radar Level Gauge
8"pressure relief vent • Mechanical Level Gauge
• AODD Pumps
Dry weight 10,600 lbs.
Chemical Suction/Discharge Hoses
Footprint:(LxWxH) 250"x 102's x 102"
• PipeStaxzp 0!90
,,_ i
' 1 O i IX Z
k�
8'-6"
— 20'-1C
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS Liquid Ingenuity
THE SPECIFICATIONS CONTAINED IN THIS SHEET ARE OPERATING GUIDELINES AND ARE INTENDED TO BE GENERAL 800-742-7246
REPRESENTATIONS OF EQUIPMENT CAPABILITIES.ACTUAL PERFORMANCE WILL VARY BASED UPON SYSTEM APPLICATION, rainforrent.com
AGE OF EQUIPMENT,MANUFACTURER,AND OPERATION.

T m h Wall
Steel TankFlat op Smoot
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
er-
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 Accessories:
• V-drain floor with front and rear 4" 150-lb flanges with valves • E-CONTAIN®Spillguards
• OSHA Compliant Stairway • SolidGround®Traction Mats
• 1.5"SCH80 level gauge port • Radar Level Gauge
• 8"External manifold or internal manifold • Mechanical Level Gauge
• Rear 3"or 6"SCH40 fill line • Pipestax®
• Optional:Epoxy Coating-chemical resistance for a wide • HoseTrax®
variety of chemical compatibility and keeps stored product • Suction and Discharge Hose
within the tank cleaner
• Optional:Steam Coils
Specs:
Material Steel, Epoxy Coated
(Option) " 120 4"
Capacity 21,000 gallons .
11
Manways Four 22"hatches m !OWN
Dry weight 29,500 lbs.
101 7"
Footprint(LxWxH): 560"x 102"x 120" FRONT VIEW REAR VIEW
a
1111)
, ,.
PASSENGER SIDE VIEW
17,
v v v v v v v • •".
J.
135.5"
F°R 9
-- -- - --- - 559.1"
DRIVER SIDE VIEW �Y
Liquid Ingenuity;
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS 800-742-7246
Rain for Rent is a registered trademark of Western Oilfields Supply Company.Features and specifications are subject to change without notice. rainforrent.com

Bag Filter BF100
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. (11 '"
Features:
• No moving parts
•
• Skid mounted i.
• Fitted with bleed valves and pressure gauges j •
• Chambers constructed of 304 Stainless Steel 01111110"- ►•
—
• Piping constructed of 304 stainless steel ,� 6 _
• Stainless Steel inlet and outlet manifolds ,► J
Specs: Accessories:
• Spillguard
Max Flow 100 GPM • Suction and Discharge Hoses
Material Stainless Steel
Max PSI 125 PSI
Dry weight 325 lbs.
Footprint: 48"x 36"
Inlet x outlet 2"x 2"Flange
t
50116.
a
I fit fL
■ �■
Liquid Ingenuity,
PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDS 800-742-7246
Rain for Rent is a registered trademark of Western Oilfields Supply Company.Features and specifications are subject to change without notice. rai nfo rrent.com

Enviro-Equipment Inc.
_..._ _',,e. 10120 Industrial Drive
Pineville NC 28134
HPP-1000 SPECIFICATIONS
Overall Height 7'5" Vessel/Internal Polyetheylene/
Piping Materials SCH40 PVC
P g
Diameter 36" Internal Coating Polyamide Epoxy
Resin
Inlet/Outlet 1„
(FNPT) External Coating Polyetheylene
Drain/Vent(FNPT) OPT Maxim
mp um Pressure/ 125 PSIG/ 120°F
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)
Inlet!Outlet
PRESSURE DROP GRAPH --L
(As Filled 8'30 GAG) _�_ —
r '
It
1
a
/
N , J t_
a_
a
0
o
5
o
2
u u
II
Flow Rate(GPM)

Enviro-Equipment Inc.
10120 Industrial Drive
Pineville NC 28134
PRODUCT BULLETIN
8x30 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.
DOWNFLOW PRESSURE DROP
50
H 45
a
rt 40
0 35 Dense Packed
co
LL 30
0
F- 25
LL
cc 20
a
p 15
10 Loose Packed
5
0 - -,
1 2 3 4 5 6 7 8 9 10
SUPERFICIAL VELOCITY,GPM FTt
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. 1000lb 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.

Hs- too
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
Organoclay Pressure Drop
_ 16 --
-a
141 .:, 1. -..-eft�;„! 14 -
m
%` 0 14x40
12
v 10
- 0 ns
z r
2
rRt *! -
v 0 5 10 15 20
BENEFITS
Superficial Velocity(gpm/ft2)
Does not swell
Typical Physical Properties
Does not support biological growth
Prolongs life of activated carbon Apparent Density,Ib./ft3 58
Cost effective Standard Mesh Size 8 x 14, 14 x 40
More active ingredient per sq.foot Thermally Stable, °F 33—170
than other organoclays Mohs Scale 4.0
Specific Surface,ft2/g 431
Standard Packaging:
• 1 ft3 box(58 Ibs) pH Stable Range 4—10
• 6.7 ft3 drums(400 Ibs)
• 34.5 ft3 supersacks(2000 Ibs)
125 Prairie Lake Rd, [e-mail] 1.847.844.0680
East Dundee, IL 60118 www.hydrosilintl.com 1.800.PURPLE.1

Attachment D
Analytical Data for Site Groundwater Samples

1
Waypoint. 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 ANALYSIS
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 pg/L 0.170 1.00 1 08/26/21 16:45 EDV 6020E
Barium 109 pg/L 0.810 10.0 1 08/26/21 16:45 EDV 6020E
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 16:45 EDV 6020B
Chromium 4.58 pg/L 0.790 2.00 1 08/26/21 16:45 EDV 6020B
Lead 0.6893 pg/L 0.260 1.00 1 08/26/21 16:45 EDV 6020E
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:10 EDV 7470A
Selenium <0.740 pg/L 0.740 5.00 1 08/26/21 16:45 EDV 6020E
Silver <0.110 pg/L 0.110 1.00 1 08/26/21 16:45 EDV 6020E
Qualifiers/ DF Dilution Factor ] Estimated value
Definitions L Limit Exceeded MQL Method Quantitation Limit
Page 25 of 121

w°
VVaypoint, 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 ANALYSIS
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: 5030B
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 7.23 pg/L 1.80 5.00 1 09/01/21 03:37 JLB V8307
Acrolein <2.00 pg/L 2.00 5.00 1 09/01/21 03:37 JLB V8307
Acrylonitrile <0.230 pg/L 0.230 5.00 1 09/01/21 03:37 JLB V8307
Benzene <0.180 pg/L 0.180 0.500 1 09/01/21 03:37 JLB V8307
Bromobenzene <0.210 pg/L 0.210 0.500 1 09/01/21 03:37 JLB V8307
Bromochloromethane <0.420 pg/L 0.420 1.00 1 09/01/21 03:37 JLB V8307
Bromodichloromethane <0.160 pg/L 0.160 0.500 1 09/01/21 03:37 JLB V8307
Bromoform <1.50 pg/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 pg/L 0.185 1.00 1 09/01/21 03:37 JLB V8307
' sec-Butyl benzene <0.200 Pg/L 0.200 0.500 1 09/01/21 03:37 JLB V8307
tert-Butyl benzene <0.920 pg/L 0.920 2.00 1 09/01/21 03:37 JLB V8307
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 09/01/21 03:37 JLB V8307
Carbon Tetrachloride <0.180 pg/L 0.180 0.500 1 09/01/21 03:37 JLB V8307
Chlorobenzene <0.190 ug/L 0.190 0.500 1 09/01/21 03:37 JLB V8307
Chlorodibromomethane <0.190 pg/L 0.190 0.500 1 09/01/21 03:37 JLB V8307
Chloroethane <0.430 pg/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 pg/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 pg/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

W
Wa yp OI nt 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
i Report Number:21-237-0002
REPORT OF ANALYSIS
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 pg/L 1.10 2.00 1 09/01/21 03:37 JLB V8307
1,2-Dibromoethane <0.200 pg/L 0.200 0.500 1 09/01/21 03:37 JLB V8307
Dibromomethane <0.230 IJg/L 0.230 0.500 1 09/01/21 03:37 JLB V8307
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 09/01/21 03:37 JLB V8307
1,3-Dichlorobenzene <0.190 ug/L 0.190 0.500 1 09/01/21 03:37 JLB V8307
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 09/01/21 03:37 JLB V8307
Dichlorodifluoromethane <1.20 pg/L 1.20 5.00 1 09/01/21 03:37 JLB V8307
1,1-Dichloroethane 0.4273 pg/L 0.240 0.500 1 09/01/21 03:37 JLB V8307
1,2-Dichloroethane <0.150 pg/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-Dichloroethene <0.200 pg/L 0.200 0.500 1 09/01/21 03:37 JLB V8307
trans-1,2-Dichloroethene <0.180 pg/L 0.180 0.500 1 09/01/21 03:37 JLB V8307
1,2-Dichloropropane <0.190 pg/L 0.190 0.500 1 09/01/21 03:37 JLB V8307
1,3-Dichloropropane <0.130 pg/L 0.130 0.500 1 09/01/21 03:37 JLB V8307
2,2-Dichloropropane <0.210 pg/L 0.210 2.00 1 09/01/21 03:37 JLB V8307
1,1-Dichloropropene <0.200 pg/L 0.200 0.500 1 09/01/21 03:37 JLB V8307
cis-1,3-Dichloropropene <0.210 pg/L 0.210 0.500 1 09/01/21 03:37 JLB V8307
trans-1,3-Dichloropropene <0.150 pg/L 0.150 0.500 1 09/01/21 03:37 JLB V8307
Ethanol <42.0 ug/L 42.0 200 1 09/01/21 03:37 JLB V8307
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 09/01/21 03:37 JLB V8307
Ethyl Tertiary Butyl Ether(ETBE) <1.80 IJg/L 1.80 10.0 1 09/01/21 03:37 JLB V8307
Hexachlorobutadiene <0.350 ug/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

W
Waypoi nt, 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 ANALYSIS
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 MOL DF Date/Time By Analytical
Analyzed Batch
n-Hexane <1.30 p9/L 1.30 10.0 1 09/01/21 03:37 JLB V8307
2-Hexanone <0.380 pg/L 0.380 5.00 1 09/01/21 03:37 JLB V8307
Isopropylbenzene <0.180 pg/L 0.180 5.00 1 09/01/21 03:37 JLB V8307
4-Isopropyl toluene <0.089 pg/L 0.089 0.500 1 09/01/21 03:37 JLB V8307
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 09/01/21 03:37 JLB V8307
Methyl tert-butyl ether(MTBE) <0.140 pg/L 0.140 0.500 1 09/01/21 03:37 JLB V8307
4-Methyl-2-Pentanone <1.00 p9/L 1.00 5.00 1 09/01/21 03:37 JLB V8307
Methylene Chloride <0.330 pg/L 0.330 1.00 1 09/01/21 03:37 JLB V8307
Naphthalene <0.470 pg/L 0.470 1.00 1 09/01/21 03:37 JLB V8307
n-Propylbenzene <0.190 pg/L 0.190 0.500 1 09/01/21 03:37 JLB V8307
Styrene <0.220 pg/L 0.220 0.500 1 09/01/21 03:37 JLB V8307
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 09/01/21 03:37 JLB V8307
1,1,2,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 09/01/21 03:37 JLB V8307
Tetrachloroethene <0.220 pg/L 0.220 0.500 1 09/01/21 03:37 JLB V8307
Toluene <0.220 pg/L 0.220 0.500 1 09/01/21 03:37 JLB V8307
1,2,3-Trichlorobenzene <0.380 pg/L 0.380 2.00 1 09/01/21 03:37 JLB V8307
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 09/01/21 03:37 JLB V8307
1,1,1-Trichloroethane <0.160 pg/L 0.160 0.500 1 09/01/21 03:37 JLB V8307
1,1,2-Trichloroethane <0.096 pg/L 0.096 0.500 1 09/01/21 03:37 JLB V8307
Trichloroethene 0.2153 pg/L 0.180 0.500 1 09/01/21 03:37 JLB V8307
Trichlorofluoromethane <0.180 pg/L 0.180 0.500 1 09/01/21 03:37 JLB V8307
1,2,3-Trichloropropane <0.270 pg/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

w1
V\(aJpoint 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 ANALYSIS
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-Trimethylbenzene <0.180 pg/L 0.180 0.500 1 09/01/21 03:37 JLB V8307
Vinyl Acetate <1.00 pg/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 pg/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 09/01/21 03:37 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 MQL DF Date/Time By Analytical
Analyzed Batch
Acenaphthene <7.19 iig/L 7.19 20.2 1 08/26/21 14:46 JMV V8112
Acenaphthylene <7.01 pg/L 7.01 20.2 1 08/26/21 14:46 JMV V8112
Aniline <7.20 pg/L 7.20 50.5 1 08/26/21 14:46 JMV V8112
Anthracene <6.64 pg/L 6.64 10.1 1 08/26/21 14:46 JMV V8112
Benzo(a)anthracene <5.71 Pg/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 ug/L 4.57 10.1 1 08/26/21 14:46 JMV V8112
Benzo(g,h,i)perylene <4.28 pg/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 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 ANALYSIS
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 pg/L 4.73 10.1 1 08/26/21 14:46 WV V8112
Benzoic Acid <11.6 pg/L 11.6 101 1 08/26/21 14:46 JMV V8112
Benzyl alcohol <8.69 pg/L 8.69 10.1 1 08/26/21 14:46 JMV V8112
Bis(2-Chloroethoxy)methane <5.73 pg/L 5.73 10.1 1 08/26/21 14:46 WV V8112
Bis(2-Chloroethyl)ether <7.37 pg/L 7.37 10.1 1 08/26/21 14:46 JMV V8112
Bis(2-Chloroisopropyl)ether <6.66 pg/L 6.66 10.1 1 08/26/21 14:46 JMV V8112
Bis(2-ethylhexyl)phthalate <8.89 pg/L 8.89 10.1 1 08/26/21 14:46 JMV V8112
4-Bromophenyl phenyl ether <6.32 pg/L 6.32 20.2 1 08/26/21 14:46 JMV V8112
Butyl benzyl phthalate <2.97 pg/L 2.97 10.1 1 08/26/21 14:46 JMV V8112
4-Chloro-3-methylphenol <5.28 pg/L 5.28 10.1 1 08/26/21 14:46 JMV V8112
4-Chloroaniline <5.47 pg/L 5.47 10.1 1 08/26/21 14:46 JMV V8112
2-Chloronaphthalene <7.45 pg/L 7.45 20.2 1 08/26/21 14:46 JMV V8112
2-Chlorophenol <6.65 pg/L 6.65 10.1 1 08/26/21 14:46 JMV V8112
4-Chlorophenyl phenyl ether <7.06 pg/L 7.06 20.2 1 08/26/21 14:46 JMV V8112
Chrysene <5.43 pg/L 5.43 10.1 1 08/26/21 14:46 JMV V8112
Dibenz(a,h)anthracene <6.07 pg/L 6.07 20.2 1 08/26/21 14:46 JMV V8112
Dibenzofuran <5.13 pg/L 5.13 20.2 1 08/26/21 14:46 JMV V8112
1,2-Dichlorobenzene <5.97 pg/L 5.97 10.1 1 08/26/21 14:46 JMV V8112
1,3-Dichlorobenzene <5.89 pg/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 pg/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

I
O
Waypoi nt. 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com j
01102 I
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 ANALYSIS
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 MOL DF Date/Time By Analytical
Analyzed Batch
Diethyl phthalate <9.44 pg/L 9.44 20.2 1 08/26/21 14:46 JMV V8112
Dimethyl phthalate <7.90 pg/L 7.90 10.1 1 08/26/21 14:46 JMV V8112
2,4-Dimethylphenol <11.0 pg/L 11.0 20.2 1 08/26/21 14:46 JMV V8112
Di-n-butyl phthalate <7.42 pg/L 7.42 10.1 1 08/26/21 14:46 JMV V8112
4,6-Dinitro-2-methylphenol <10.0 pg/L 10.0 30.3 1 08/26/21 14:46 JMV V8112
2,4-Dinitrophenol <10.7 pg/L 10.7 30.3 1 08/26/21 14:46 JMV V8112
2,4-Dinitrotoluene <5.25 pg/L 5.25 10.1 1 08/26/21 14:46 JMV V8112
2,6-Dinitrotoluene <5.96 pg/L 5.96 20.2 1 08/26/21 14:46 JMV V8112
Di-n-Octyl Phthalate <5.06 pg/L 5.06 10.1 1 08/26/21 14:46 JMV V8112
Fluoranthene <6.09 pg/L 6.09 10.1 1 08/26/21 14:46 JMV V8112
Fluorene <7.34 pg/L 7.34 10.1 1 08/26/21 14:46 JMV V8112
Hexachlorobenzene <5.81 pg/L 5.81 20.2 1 08/26/21 14:46 JMV V8112
Hexachlorobutadiene <5.94 pg/L 5.94 20.2 1 08/26/21 14:46 JMV V8112
Hexachlorocyclopentadiene <5.96 pg/L 5.96 20.2 1 08/26/21 14:46 JMV V8112
Hexachloroethane <5.27 IJ9/L 5.27 10.1 1 08/26/21 14:46 JMV V8112
Indeno(1,2,3-cd)pyrene <6.26 pg/L 6.26 10.1 1 08/26/21 14:46 JMV V8112
Isophorone <6.78 pg/L 6.78 10.1 1 08/26/21 14:46 JMV V8112
1-Methylnaphthalene <7.40 pg/L 7.40 10.1 1 08/26/21 14:46 JMV V8112
2-Methylnaphthalene <6.99 pg/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 pg/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

w
lVäypoi nt, 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 ANALYSIS
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 MOL DF Date/Time By Analytical
Analyzed Batch
2-Nitroaniline <4.97 pg/L 4.97 10.1 1 08/26/21 14:46 JMV V8112
3-Nitroaniline <4.60 pg/L 4.60 10.1 1 08/26/21 14:46 JMV V8112
4-Nitroaniline <5.15 pg/L 5.15 10.1 1 08/26/21 14:46 JMV V8112
Nitrobenzene <7.96 pg/L 7.96 10.1 1 08/26/21 14:46 JMV V8112
2-Nitrophenol <5.54 pg/L 5.54 10.1 1 08/26/21 14:46 JMV V8112
4-Nitrophenol <2.84 pg/L 2.84 10.1 1 08/26/21 14:46 JMV V8112
N-Nitrosodimethylamine <6.55 pg/L 6.55 10.1 1 08/26/21 14:46 JMV V8112
N-Nitrosodiphenylamine <11.0 pg/L 11.0 20.2 1 08/26/21 14:46 JMV V8112
N-Nitroso-di-n-propylamine <8.18 pg/L 8.18 20.2 1 08/26/21 14:46 JMV V8112
Pentachlorophenol <9.83 pg/L 9.83 50.5 1 08/26/21 14:46 JMV V8112
Phenanthrene <6.40 pg/L 6.40 10.1 1 08/26/21 14:46 JMV V8112
Phenol <2.89 pg/L 2.89 10.1 1 08/26/21 14:46 JMV V8112
Pyrene <5.47 pg/L 5.47 10.1 1 08/26/21 14:46 JMV V8112
Pyridine <5.37 pg/L 5.37 10.1 1 08/26/21 14:46 JMV V8112
1,2,4-Trichlorobenzene <6.31 pg/L 6.31 10.1 1 08/26/21 14:46 JMV V8112
2,4,5-Trichlorophenol <5.87 pg/L 5.87 20.2 1 08/26/21 14:46 JMV V8112
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 32 of 121

IAo
Waypoint 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 ANALYSIS
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 pg/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 J Estimated value
Definitions MQL Method Quantitation Limit
Page 33 of 121

1
449 Springbrook Rd, Charlotte, NC 28217
Vtaypoint• 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 ANALYSIS
Lab No: 94226 Matrix: Aqueous
Sample ID:TMW-2(Filter) Sampled: 8/24/2021 13:55
Test Results Units MDL MOL DF Date/Time By Analytical
Analyzed Method
Arsenic 0.389J pg/L 0.170 1.00 1 08/26/21 16:51 EDV 6020B
Barium 79.1 pg/L 0.810 10.0 1 08/26/21 16:51 EDV 6020E
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 16:51 EDV 6020B
Chromium <0.790 ug/L 0.790 2.00 1 08/26/21 16:51 EDV 6020E
Lead <0.260 pg/L 0.260 1.00 1 08/26/21 16:51 EDV 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:37 EDV 7470A
Selenium <0.740 pg/L 0.740 5.00 1 08/26/21 16:51 EDV 6020B
Silver <0.110 pg/L 0.110 1.00 1 08/26/21 16:51 EDV 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions L Limit Exceeded MQL Method Quantitation Limit
Page 34 of 121

IN
V/a'ypoint. 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 ANALYSIS
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 0.663 J pg/L 0.170 1.00 1 08/26/21 16:58 EDV 6020B
Barium 97.2 pg/L 0.810 10.0 1 08/26/21 16:58 EDV 6020E
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 16:58 EDV 60206
Chromium 5.44 pg/L 0.790 2.00 1 08/26/21 16:58 EDV 6020B
Lead 0.6843 pg/L 0.260 1.00 1 08/26/21 16:58 EDV 6020E
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:40 EDV 7470A
Selenium <0.740 pg/L 0.740 5.00 1 08/26/21 16:58 EDV 6020E
Silver <0.110 pg/L 0.110 1.00 1 08/26/21 16:58 EDV 60208
Qualifiers/ DF Dilution Factor J Estimated value
' Definitions L Limit Exceeded MQL Method Quantitation Limit
Page 35 of 121

w
/ taypoint 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 ANALYSIS
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 pg/L 18.0 50.0 10 09/01/21 05:37 JLB V8307
Acrolein <20.0 p9/L 20.0 50.0 10 09/01/21 05:37 JLB V8307
Acrylonitrile <2.30 pg/L 2.30 50.0 10 09/01/21 05:37 JLB V8307
Benzene <1.80 pg/L 1.80 5.00 10 09/01/21 05:37 JLB V8307
Bromobenzene <2.10 pg/L 2.10 5.00 10 09/01/21 05:37 JLB V8307
Bromochloromethane <4.20 pg/L 4.20 10.0 10 09/01/21 05:37 JLB V8307
Bromodichloromethane <1.60 p9/L 1.60 5.00 10 09/01/21 05:37 JLB V8307
Bromoform <15.0 pg/L 15.0 50.0 10 09/01/21 05:37 JLB V8307
Bromomethane <2.80 pg/L 2.80 10.0 10 09/01/21 05:37 JLB V8307
n-Butylbenzene <1.85 pg/L 1.85 10.0 10 09/01/21 05:37 JLB V8307
sec-Butyl benzene <2.00 pg/L 2.00 5.00 10 09/01/21 05:37 JLB V8307
tert-Butyl benzene <9.20 pg/L 9.20 20.0 10 09/01/21 05:37 JLB V8307
Carbon Disulfide <1.50 pg/L 1.50 50.0 10 09/01/21 05:37 JLB V8307
Carbon Tetrachloride <1.80 pg/L 1.80 5.00 10 09/01/21 05:37 JLB V8307
Chlorobenzene <1.90 pg/L 1.90 5.00 10 09/01/21 05:37 JLB V8307
Chlorodibromomethane <1.90 pg/L 1.90 5.00 10 09/01/21 05:37 JLB V8307
Chloroethane <4.30 pg/L 4.30 10.0 10 09/01/21 05:37 JLB V8307
Chloroform <2.20 pg/L 2.20 5.00 10 09/01/21 05:37 JLB V8307
Chloromethane <2.20 pg/L 2.20 5.00 10 09/01/21 05:37 JLB V8307
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 09/01/21 05:37 JLB V8307
4-Chlorotoluene <2.00 pg/L 2.00 5.00 10 09/01/21 05:37 JLB V8307
Di-Isopropyl Ether(DIPE) <9.60 pg/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

O
W
WaYPOint 449 5pringbrook 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 ANALYSIS
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 pg/L 11.0 20.0 10 09/01/21 05:37 JLB V8307
1,2-Dibromoethane <2.00 pg/L 2.00 5.00 10 09/01/21 05:37 JLB V8307
Dibromomethane <2.30 pg/L 2.30 5.00 10 09/01/21 05:37 JLB V8307
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 09/01/21 05:37 JLB V8307
1,3-Dichlorobenzene <1.90 pg/L 1.90 5.00 10 09/01/21 05:37 JLB V8307
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 09/01/21 05:37 JLB V8307
Dichlorodifluoromethane <12.0 pg/L 12.0 50.0 10 09/01/21 05:37 JLB V8307
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 09/01/21 05:37 JLB V8307
1,2-Dichloroethane <1.50 pg/L 1.50 5.00 10 09/01/21 05:37 JLB V8307
1,1-Dichloroethene 3.523 pg/L 1.50 5.00 10 09/01/21 05:37 JLB V8307
cis-1,2-Dichloroethene 2390 pg/L 20.0 50.0 100 09/01/21 06:01 JLB V8307
trans-1,2-Dichloroethene 273 pg/L 1.80 5.00 10 09/01/21 05:37 JLB V8307
1,2-Dichloropropane <1.90 pg/L 1.90 5.00 10 09/01/21 05:37 JLB V8307
1,3-Dichloropropane <1.30 pg/L 1.30 5.00 10 09/01/21 05:37 JLB V8307
2,2-Dichloropropane <2.10 pg/L 2.10 20.0 10 09/01/21 05:37 JLB V8307
1,1-Dichloropropene <2.00 pg/L 2.00 5.00 10 09/01/21 05:37 JLB V8307
cis-1,3-Dichloropropene <2.10 pg/L 2.10 5.00 10 09/01/21 05:37 JLB V8307
trans-1,3-Dichloropropene <1.50 pg/L 1.50 5.00 10 09/01/21 05:37 JLB V8307
Ethanol <420 pg/L 420 2000 10 09/01/21 05:37 JLB V8307
Ethylbenzene <1.70 pg/L 1.70 5.00 10 09/01/21 05:37 JLB V8307
Ethyl Tertiary Butyl Ether(ETBE) <18.0 pg/L 18.0 100 10 09/01/21 05:37 JLB V8307
Hexachlorobutadiene <3.50 pg/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

vO
Waypoi nt. 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 ANALYSIS
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 pg/L 13.0 100 10 09/01/21 05:37 JLB V8307
2-Hexanone <3.80 pg/L 3.80 50.0 10 09/01/21 05:37 ]LB V8307
Isopropylbenzene <1.80 pg/L 1.80 50.0 10 09/01/21 05:37 JLB V8307
4-Isopropyl toluene <0.890 pg/L 0.890 5.00 10 09/01/21 05:37 JLB V8307
Methyl Ethyl Ketone(MEK) <7.10 pg/L 7.10 50.0 10 09/01/21 05:37 JLB V8307
Methyl tert-butyl ether(MTBE) <1.40 pg/L 1.40 5.00 10 09/01/21 05:37 JLB V8307
4-Methyl-2-Pentanone <10.0 pg/L 10.0 50.0 10 09/01/21 05:37 JLB V8307
Methylene Chloride <3.30 pg/L 3.30 10.0 10 09/01/21 05:37 JLB V8307
Naphthalene 5.423 pg/L 4.70 10.0 10 09/01/21 05:37 ]LB V8307
n-Propylbenzene <1.90 pg/L 1.90 5.00 10 09/01/21 05:37 JLB V8307
Styrene <2.20 pg/L 2.20 5.00 10 09/01/21 05:37 JLB V8307
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 09/01/21 05:37 ]LB V8307
1,1,2,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 09/01/21 05:37 JLB V8307
Tetrachloroethene 4.243 pg/L 2.20 5.00 10 09/01/21 05:37 JLB V8307
Toluene <2.20 pg/L 2.20 5.00 10 09/01/21 05:37 JLB V8307
1,2,3-Trichlorobenzene <3.80 pg/L 3.80 20.0 10 09/01/21 05:37 JLB V8307
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 10.0 10 09/01/21 05:37 JLB V8307
1,1,1-Trichloroethane <1.60 pg/L 1.60 5.00 10 09/01/21 05:37 JLB V8307
1,1,2-Trichloroethane <0.960 pg/L 0.960 5.00 10 09/01/21 05:37 JLB V8307
Trichloroethene 67.9 pg/L 1.80 5.00 10 09/01/21 05:37 JLB V8307
Trichlorofluoromethane <1.80 pg/L 1.80 5.00 10 09/01/21 05:37 JLB V8307
1,2,3-Trichloropropane <2.70 pg/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

vo
Wa' ipoint. 449 5pringbrook 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 ANALYSIS
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: 5030B
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
1,3,5-Trimethylbenzene <1.80 pg/L 1.80 5.00 10 09/01/21 05:37 JLB V8307
Vinyl Acetate <10.0 iig/L 10.0 20.0 10 09/01/21 05:37 JLB V8307
Vinyl Chloride 167 pg/L 1.70 5.00 10 09/01/21 05:37 JLB V8307
o-Xylene <2.10 pg/L 2.10 5.00 10 09/01/21 05:37 JLB V8307
m,p-Xylene <4.20 pg/L 4.20 10.0 10 09/01/21 05:37 JLB V8307
Xylene(Total) <2.1 pg/L 2.10 5.00 10 09/01/21 05:37 V8307
Surrogate:4-Bromofluorobenzene 103 Limits: 80-124% 10 09/01/21 05:37 JLB V8307
Surrogate: Dibromofluoromethane 93.4 Limits: 75-129% 10 09/01/21 05:37 JLB V8307
Surrogate: 1,2-Dichloroethane-d4 96.6 Limits: 63-136% 10 09/01/21 05:37 JLB V8307
Surrogate:Toluene-d8 97.0 Limits: 77-123% 10 09/01/21 05:37 JLB V8307
Surrogate:4-Bromofluorobenzene 100 Limits: 80-124% 100 09/01/21 06:01 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 MQL DF Date/Time By Analytical
Analyzed Batch
Acenaphthene <8.01 pg/L 8.01 22.5 1 08/26/21 15:08 JMV V8112
Acenaphthylene <7.81 pg/L 7.81 22.5 1 08/26/21 15:08 JMV V8112
Aniline <8.01 pg/L 8.01 56.2 1 08/26/21 15:08 JMV V8112
Anthracene <7.36 pg/L 7.36 11.2 1 08/26/21 15:08 JMV V8112
Qualifiers/ DF Dilution Factor 3 Estimated value
Definitions MQL Method Quantitation Limit
Page 39 of 121

IA?
Waypount 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 ANALYSIS
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 pg/L 6.33 11.2 1 08/26/21 15:08 JMV V8112
Benzo(a)pyrene <5.23 pg/L 5.23 11.2 1 08/26/21 15:08 JMV V8112
Benzo(b)fluoranthene <5.06 pg/L 5.06 11.2 1 08/26/21 15:08 JMV V8112
Benzo(g,h,i)perylene <4.75 pg/L 4.75 11.2 1 08/26/21 15:08 JMV V8112
Benzo(k)fluoranthene <5.24 pg/L 5.24 11.2 1 08/26/21 15:08 JMV V8112
Benzoic Acid <12.9 pg/L 12.9 112 1 08/26/21 15:08 JMV V8112
Benzyl alcohol <9.63 pg/L 9.63 11.2 1 08/26/21 15:08 JMV V8112
Bis(2-Chloroethoxy)methane <6.35 pg/L 6.35 11.2 1 08/26/21 15:08 JMV V8112
Bis(2-Chloroethyl)ether <8.18 pg/L 8.18 11.2 1 08/26/21 15:08 JMV V8112
Bis(2-Chloroisopropyl)ether <7.38 pg/L 7.38 11.2 1 08/26/21 15:08 JMV V8112
Bis(2-ethylhexyl)phthalate <9.86 pg/L 9.86 11.2 1 08/26/21 15:08 JMV V8112
4-Bromophenyl phenyl ether <7.04 pg/L 7.04 22.5 1 08/26/21 15:08 JMV V8112
Butyl benzyl phthalate <3.29 pg/L 3.29 11.2 1 08/26/21 15:08 JMV V8112
4-Chloro-3-methylphenol <5.86 pg/L 5.86 11.2 1 08/26/21 15:08 JMV V8112
4-Chloroaniline <6.07 pg/L 6.07 11.2 1 08/26/21 15:08 JMV V8112
2-Chloronaphthalene <8.30 pg/L 8.30 22.5 1 08/26/21 15:08 JMV V8112
2-Chlorophenol <7.37 pg/L 7.37 11.2 1 08/26/21 15:08 JMV V8112
4-Chlorophenyl phenyl ether <7.86 pg/L 7.86 22.5 1 08/26/21 15:08 JMV V8112
Chrysene <6.03 pg/L 6.03 11.2 1 08/26/21 15:08 JMV V8112
Dibenz(a,h)anthracene <6.76 pg/L 6.76 22.5 1 08/26/21 15:08 JMV V8112
Dibenzofuran <5.72 pg/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

w
Waypoi nt 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 ANALYSIS
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 pg/L 6.62 11.2 1 08/26/21 15:08 JMV V8112
3,3'-Dichlorobenzidine <7.39 pg/L 7.39 11.2 1 08/26/21 15:08 JMV V8112
2,4-Dichlorophenol <6.20 pg/L 6.20 11.2 1 08/26/21 15:08 JMV V8112
Diethyl phthalate <10.5 ug/L 10.5 22.5 1 08/26/21 15:08 JMV V8112
Dimethyl phthalate <8.76 pg/L 8.76 11.2 1 08/26/21 15:08 JMV V8112
2,4-Dimethylphenol <12.3 pg/L 12.3 22.5 1 08/26/21 15:08 JMV V8112
Di-n-butyl phthalate <8.23 pg/L 8.23 11.2 1 08/26/21 15:08 JMV V8112
4,6-Dinitro-2-methylphenol <11.1 pg/L11.1 33.7 1 08/26/21 15:08 JMV V8112
2,4-Dinitrophenol <11.9 pg/L 11.9 33.7 1 08/26/21 15:08 JMV V8112
2,4-Dinitrotoluene <5.82 pg/L 5.82 11.2 1 08/26/21 15:08 JMV V8112
2,6-Dinitrotoluene <6.64 pg/L 6.64 22.5 1 08/26/21 15:08 JMV V8112
Di-n-Octyl Phthalate <5.61 pg/L 5.61 11.2 1 08/26/21 15:08 JMV V8112
Fluoranthene <6.75 pg/L6.75 11.2 1 08 26 21 15:08 JMV V8112
/ /
Fluorene <8.14 pg/L 8.14 11.2 1 08/26/21 15:08 JMV V8112
Hexachlorobenzene <6.47pg/L6.47 1 08/26/21 1 V 112
22.55 08 JMV8
Hexachlorobutadiene <6.62 pg/L 6.62 22.5 1 08/26/21 15:08 JMV V8112
Hexachlorocyclopentadiene <6.64 ug/L 6.64 22.5 1 08/26/21 15:08 JMV V8112
Hexachloroethane <5.85 pg/L 5.85 11.2 1 08/26/21 15:08 JMV V8112
Indeno(1,2,3-cd)pyrene <6.94 pg/L 6.94 11.2 1 08/26/21 15:08 JMV V8112
Isophorone <7.52 pg/L 7.52 11.2 1 08/26/21 15:08 JMV V8112
1-Methylnaphthalene <8.21 ug/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

WaYPOi nt. 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 REPORTOFANALYSIS
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 pg/L 7.75 11.2 1 08/26/21 15:08 JMV V8112
2-Methylphenol <5.89 pg/L 5.89 11.2 1 08/26/21 15:08 JMV V8112
3&4 Methylphenol <2.77 pg/L 2.77 11.2 1 08/26/21 15:08 JMV V8112
Naphthalene <8.83 pg/L 8.83 11.2 1 08/26/21 15:08 JMV V8112
2-Nitroaniline <5.51 pg/L 5.51 11.2 1 08/26/21 15:08 JMV V8112
3-Nitroaniline <5.10 pg/L 5.10 11.2 1 08/26/21 15:08 JMV V8112
4-Nitroaniline <5.71 pg/L 5.71 11.2 1 08/26/21 15:08 ]MV V8112
Nitrobenzene <8.83 pg/L 8.83 11.2 1 08/26/21 15:08 JMV V8112
2-Nitrophenol <6.15 pg/L 6.15 11.2 1 08/26/21 15:08 JMV V8112
4-Nitrophenol <3.15 pg/L 3.15 11.2 1 08/26/21 15:08 WV V8112
N-Nitrosodimethylamine <7.27 pg/L 7.27 11.2 1 08/26/21 15:08 JMV V8112
N-Nitrosodiphenylamine <12.3 pg/L 12.3 22.5 1 08/26/21 15:08 ]MV V8112
N-Nitroso-di-n-propylamine <9.11 pg/L 9.11 22.5 1 08/26/21 15:08 JMV V8112
Pentachlorophenol <10.9 pg/L 10.9 56.2 1 08/26/21 15:08 JMV V8112
Phenanthrene <7.10 pg/L 7.10 11.2 1 08/26/21 15:08 JMV V8112
Phenol <3.20 pg/L 3.20 11.2 1 08/26/21 15:08 JMV V8112
Pyrene <6.07 pg/L 6.07 11.2 1 08/26/21 15:08 JMV V8112
Pyridine <5.96 pg/L 5.96 11.2 1 08/26/21 15:08 JMV V8112
1,2,4-Trichlorobenzene <7.00 pg/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

w
VVaypou nt 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 ANALYSIS
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 pg/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 J Estimated value
Definitions MQL Method Quantitation Limit
Page 43 of 121

,w
Waypoint 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 ANALYSIS
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 pg/L 0.170 1.00 1 08/26/21 17:04 EDV 6020B
Barium 117 pg/L 0.810 10.0 1 08/26/21 17:04 EDV 6020E
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 17:04 EDV 6020E
Chromium 4.26 pg/L 0.790 2.00 1 08/26/21 17:04 EDV 6020E
Lead 1.45 pg/L 0.260 1.00 1 08/26/21 17:04 EDV 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:42 EDV 7470A
Selenium <0.740 pg/L 0.740 5.00 1 08/26/21 17:04 EDV 6020E
Silver <0.110 pg/L 0.110 1.00 1 08/26/21 17:04 EDV 6020E
Qualifiers/ DF Dilution Factor J Estimated value
Definitions L Limit Exceeded MQL Method Quantitation Limit
Page 44 of 121

w°
VVaypoint 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 ANALYSIS
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 pg/L 0.170 1.00 1 08/26/21 17:11 EDV 6020E
Barium 136 pg/L 0.810 10.0 1 08/26/21 17:11 EDV 6020E
Cadmium <0.160 pg/L 0.160 1.00 1 08/26/21 17:11 EDV 6020E
Chromium 18.0 pg/L 0.790 2.00 1 08/26/21 17:11 EDV 6020B
Lead 5.32 pg/L 0.260 1.00 1 08/26/21 17:11 EDV 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 08/30/21 16:45 EDV 7470A
Selenium 1.45] ug/L 0.740 5.00 1 08/26/21 17:11 EDV 6020B
Silver <0.110 pg/L 0.110 1.00 1 08/26/21 17:11 EDV 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions L Limit Exceeded MQL Method Quantitation Limit
Page 45 of 121

, o
Waypoint. 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 ANALYSIS
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: 5030B
Test Results Units MDL MCL DF Date/Time By Analytical
Analyzed Batch
Acetone 11.0 pg/L 1.80 5.00 1 09/01/21 04:01 JLB V8307
Acrolein <2.00 IJg/L 2.00 5.00 1 09/01/21 04:01 ]LB V8307
Acrylonitrile <0.230 pg/L 0.230 5.00 1 09/01/21 04:01 JLB V8307
Benzene <0.180 pg/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 pg/L 0.420 1.00 1 09/01/21 04:01 JLB V8307
Bromodichloromethane <0.160 pg/L 0.160 0.500 1 09/01/21 04:01 JLB V8307
Bromoform <1.50 IJg/L 1.50 5.00 1 09/01/21 04:01 JLB V8307
Bromomethane <0.280 pg/L 0.280 1.00 1 09/01/21 04:01 JLB V8307
n-Butylbenzene <0.185 pg/L 0.185 1.00 1 09/01/21 04:01 JLB V8307
sec-Butyl benzene <0.200 pg/L 0.200 0.500 1 09/01/21 04:01 JLB V8307
tert-Butyl benzene <0.920 pg/L 0.920 2.00 1 09/01/21 04:01 ]LB V8307
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 09/01/21 04:01 JLB V8307
Carbon Tetrachloride <0.180 IJg/L 0.180 0.500 1 09/01/21 04:01 JLB V8307
Chlorobenzene <0.190 pg/L 0.190 0.500 1 09/01/21 04:01 JLB V8307
Chlorodibromomethane <0.190 pg/L 0.190 0.500 1 09/01/21 04:01 JLB V8307
Chloroethane <0.430 pg/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 Vg/L 0.200 0.500 1 09/01/21 04:01 JLB V8307
4-Chlorotoluene <0.200 pg/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

w ,
Waypoint. 449 5pringbrook 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 ANALYSIS
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 pg/L 1.10 2.00 1 09/01/21 04:01 JLB V8307
1,2-Dibromoethane <0.200 fig/L 0.200 0.500 1 09/01/21 04:01 JLB V8307
Dibromomethane <0.230 pg/L 0.230 0.500 1 09/01/21 04:01 JLB V8307
1,2-Dichlorobenzene <0.220 IJg/L 0.220 0.500 1 09/01/21 04:01 JLB V8307
1,3-Dichlorobenzene <0.190 ug/L 0.190 0.500 1 09/01/21 04:01 JLB V8307
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 09/01/21 04:01 JLB V8307
Dichlorodifluoromethane <1.20 pg/L 1.20 5.00 1 09/01/21 04:01 ]LB 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 pg/L 0.150 0.500 1 09/01/21 04:01 JLB V8307
cis-1,2-Dichloroethene <0.200 pg/L 0.200 0.500 1 09/01/21 04:01 JLB V8307
trans-1,2-Dichloroethene <0.180 IJg/L 0.180 0.500 1 09/01/21 04:01 JLB V8307
1,2-Dichloropropane <0.190 IJg/L 0.190 0.500 1 09/01/21 04:01 JLB V8307
1,3-Dichloropropane <0.130 pg/L 0.130 0.500 1 09/01/21 04:01 JLB V8307
2,2-Dichloropropane <0.210 pg/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 IJg/L 0.210 0.500 1 09/01/21 04:01 JLB V8307
trans-1,3-Dichloropropene <0.150 pg/L 0.150 0.500 1 09/01/21 04:01 JLB V8307
Ethanol <42.0 ug/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 IJg/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

,vo
Wairpoint. • 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 ANALYSIS
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 MOL DF Date/Time By Analytical
Analyzed Batch
n-Hexane <1.30 pg/L 1.30 10.0 1 09/01/21 04:01 JLB V8307
2-Hexanone <0.380 pg/L 0.380 5.00 1 09/01/21 04:01 JLB V8307
Isopropylbenzene <0.180 pg/L 0.180 5.00 1 09/01/21 04:01 JLB V8307
4-Isopropyl toluene <0.089 pg/L 0.089 0.500 1 09/01/21 04:01 JLB V8307
Methyl Ethyl Ketone(MEK) 1.46) pg/L 0.710 5.00 1 09/01/21 04:01 JLB V8307
Methyl tert-butyl ether(MTBE) <0.140 pg/L 0.140 0.500 1 09/01/21 04:01 JLB V8307
4-Methyl-2-Pentanone <1.00 pg/L 1.00 5.00 1 09/01/21 04:01 JLB V8307
Methylene Chloride <0.330 pg/L 0.330 1.00 1 09/01/21 04:01 JLB V8307
Naphthalene <0.470 pg/L 0.470 1.00 1 09/01/21 04:01 ]LB V8307
n-Propylbenzene <0.190 pg/L 0.190 0.500 1 09/01/21 04:01 ]LB V8307
Styrene <0.220 pg/L 0.220 0.500 1 09/01/21 04:01 JLB V8307
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 09/01/21 04:01 JLB V8307
1,1,2,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 09/01/21 04:01 JLB V8307
Tetrachloroethene <0.220 pg/L 0.220 0.500 1 09/01/21 04:01 ]LB V8307
Toluene <0.220 pg/L 0.220 0.500 1 09/01/21 04:01 JLB V8307
1,2,3-Trichlorobenzene <0.380 pg/L 0.380 2.00 1 09/01/21 04:01 JLB V8307
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 09/01/21 04:01 JLB V8307
1,1,1-Trichloroethane <0.160 pg/L 0.160 0.500 1 09/01/21 04:01 JLB V8307
1,1,2-Trichloroethane <0.096 pg/L 0.096 0.500 1 09/01/21 04:01 JLB V8307
Trichloroethene <0.180 pg/L 0.180 0.500 1 09/01/21 04:01 JLB V8307
Trichlorofluoromethane <0.180 pg/L 0.180 0.500 1 09/01/21 04:01 JLB V8307
1,2,3-Trichioropropane <0.270 pg/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

VVaypoint. 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 ANALYSIS
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-Trimethylbenzene <0.180 pg/L 0.180 0.500 1 09/01/21 04:01 JLB V8307
Vinyl Acetate <1.00 pg/L 1.00 2.00 1 09/01/21 04:01 JLB V8307
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 09/01/21 04:01 JLB V8307
o-Xylene <0.210 pg/L 0.210 0.500 1 09/01/21 04:01 JLB V8307
m,p-Xylene <0.420 pg/L 0.420 1.00 1 09/01/21 04:01 JLB V8307
Xylene(Total) <0.21 pg/L 0.210 0.500 1 09/01/21 04:01 V8307
Surrogate:4-Bromofluorobenzene 100 Limits:80-124% 1 09/01/21 04:01 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 MQL DF Date/Time By Analytical
Analyzed Batch
Acenaphthene <7.90 pg/L 7.90 22.2 1 08/26/21 15:31 JMV V8112
Acenaphthylene <7.70 pg/L 7.70 22.2 1 08/26/21 15:31 JMV V8112
Aniline <7.93 pg/L 7.93 55.6 1 08/26/21 15:31 JMV V8112
Anthracene <7.29 pg/L 7.29 11.1 1 08/26/21 15:31 JMV V8112
Benzo(a)anthracene <6.27 pg/L 6.27 11.1 1 08/26/21 15:31 JMV V8112
Benzo(a)pyrene <5.18 pg/L 5.18 11.1 1 08/26/21 15:31 JMV V8112
Benzo(b)fluoranthene <5.02 pg/L 5.02 11.1 1 08/26/21 15:31 JMV V8112
Benzo(g,h,i)perylene <4.71 pg/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

+ O
Waypoi nt, 449 5pringbrook 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 ANALYSIS
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 pg/L 5.19 11.1 1 08/26/21 15:31 JMV V8112
Benzoic Acid <12.8 pg/L 12.8 111 1 08/26/21 15:31 JMV V8112
Benzyl alcohol <9.55 pg/L 9.55 11.1 1 08/26/21 15:31 JMV V8112
Bis(2-Chloroethoxy)methane <6.29 pg/L 6.29 11.1 1 08/26/21 15:31 JMV V8112
Bis(2-Chloroethyl)ether <8.10 pg/L 8.10 11.1 1 08/26/21 15:31 JMV V8112
Bis(2-Chloroisopropyl)ether <7.31 pg/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-Bromophenyl phenyl ether <6.95 pg/L 6.95 22.2 1 08/26/21 15:31 JMV V8112
Butyl benzyl phthalate <3.26 pg/L 3.26 11.1 1 08/26/21 15:31 JMV V8112
4-Chloro-3-methylphenol <5.81 pg/L 5.81 11.1 1 08/26/21 15:31 JMV V8112
4-Chloroaniline <6.02 pg/L 6.02 11.1 1 08/26/21 15:31 JMV V8112
2-Chloronaphthalene <8.19 pg/L 8.19 22.2 1 08/26/21 15:31 JMV V8112
2-Chlorophenol <7.30 pg/L 7.30 11.1 1 08/26/21 15:31 JMV V8112
4-Chlorophenyl phenyl ether <7.76 pg/L 7.76 22.2 1 08/26/21 15:31 JMV V8112
Chrysene <5.97 pg/L 5.97 11.1 1 08/26/21 15:31 JMV V8112
Dibenz(a,h)anthracene <6.67 pg/L 6.67 22.2 1 08/26/21 15:31 JMV V8112
Dibenzofuran <5.64 pg/L 5.64 22.2 1 08/26/21 15:31 JMV V8112
1,2-Dichlorobenzene <6.56 pg/L 6.56 11.1 1 08/26/21 15:31 JMV V8112
1,3-Dichlorobenzene <6.47 pg/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 pg/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

Waypoi nt 449 5pringbrook 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 ANALYSIS
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 pg/L 10.4 22.2 1 08/26/21 15:31 JMV V8112
Dimethyl phthalate <8.68 pg/L 8.68 11.1 1 08/26/21 15:31 JMV V8112
2,4-Dimethylphenol <12.1 pg/L 12.1 22.2 1 08/26/21 15:31 JMV V8112
Di-n-butyl phthalate <8.16 pg/L 8.16 11.1 1 08/26/21 15:31 JMV V8112
4,6-Dinitro-2-methylphenol <11.0 pg/L 11.0 33.3 1 08/26/21 15:31 JMV V8112
2,4-Dinitrophenol <11.8 pg/L 11.8 33.3 1 08/26/21 15:31 JMV V8112
2,4-Dinitrotoluene <5.77 pg/L 5.77 11.1 1 08/26/21 15:31 JMV V8112
2,6-Dinitrotoluene <6.55 pg/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 pg/L 6.69 11.1 1 08/26/21 15:31 JMV V8112
Fluorene <8.07 pg/L 8.07 11.1 1 08/26/21 15:31 JMV V8112
Hexachlorobenzene <6.38 pg/L 6.38 22.2 1 08/26/21 15:31 JMV V8112
Hexachlorobutadiene <6.53 pg/L 6.53 22.2 1 08/26/21 15:31 JMV V8112
Hexachlorocyclopentadiene <6.55 pg/L 6.55 22.2 1 08/26/21 15:31 JMV V8112
Hexachloroethane <5.79 P9/L 5.79 11.1 1 08/26/21 15:31 JMV V8112
Indeno(1,2,3-cd)pyrene <6.88 pg/L 6.88 11.1 1 08/26/21 15:31 JMV V8112
Isophorone <7.45 ug/L 7.45 11.1 1 08/26/21 15:31 JMV V8112
1-Methylnaphthalene <8.14 pg/L 8.14 11.1 1 08/26/21 15:31 JMV V8112
2-Methylnaphthalene <7.68 pg/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 ug/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

,w
Waypoi nt. 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 ANALYSIS
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 pg/L 5.46 11.1 1 08/26/21 15:31 JMV V8112
3-Nitroaniline <5.05 pg/L 5.05 11.1 1 08/26/21 15:31 JMV V8112
4-Nitroaniline <5.66 pg/L 5.66 11.1 1 08/26/21 15:31 JMV V8112
Nitrobenzene <8.75 pg/L 8.75 11.1 1 08/26/21 15:31 JMV V8112
2-Nitrophenol <6.09 pg/L 6.09 11.1 1 08/26/21 15:31 JMV V8112
4-Nitrophenol <3.12 pg/L 3.12 11.1 1 08/26/21 15:31 JMV V8112
N-Nitrosodimethylamine <7.20 pg/L 7.20 11.1 1 08/26/21 15:31 JMV V8112
N-Nitrosodiphenylamine <12.1 pg/L 12.1 22.2 1 08/26/21 15:31 JMV V8112
N-Nitroso-di-n-propylamine <8.99 pg/L 8.99 22.2 1 08/26/21 15:31 JMV V8112
Pentachlorophenol <10.8 pg/L 10.8 55.6 1 08/26/21 15:31 JMV V8112
Phenanthrene <7.04 pg/L 7.04 11.1 1 08/26/21 15:31 JMV V8112
Phenol <3.17 pg/L 3.17 11.1 1 08/26/21 15:31 JMV V8112
Pyrene <6.02 pg/L 6.02 11.1 1 08/26/21 15:31 JMV V8112
Pyridine <5.91 pg/L 5.91 11.1 1 08/26/21 15:31 JMV V8112
1,2,4-Trichlorobenzene <6.94 pg/L 6.94 11.1 1 08/26/21 15:31 JMV V8112
2,4,5-Trichlorophenol <6.45 pg/L 6.45 22.2 1 08/26/21 15:31 JMV V8112
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 52 of 121

Waypoi lit. 449 5pringbrook 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 ANALYSIS
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 I Time By Analytical
Analyzed Batch
2,4,6-Trichlorophenol <6.98 pg/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 J Estimated value
Definitions MQL Method Quantitation Limit
Page 53 of 121

wO
VVaypoint 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 ANALYSIS
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 pg/L 0.490 1.00 1 04/07/22 16:02 EDV 6020B
Dissolved Arsenic 0.7113 pg/L 0.490 1.00 1 04/20/22 14:42 EDV 6020E
Barium 155 pg/L 3.40 10.0 1 04/07/22 16:02 EDV 6020B
Dissolved Barium 95.9 pg/L 3.40 10.0 1 04/20/22 14:42 EDV 6020E
Cadmium <0.150 pg/L 0.150 1.00 1 04/07/22 16:02 EDV 6020E
Dissolved Cadmium <0.150 pg/L 0.150 1.00 1 04/20/22 14:42 EDV 6020E
Chromium 3.37 Ng/L 1.00 2.00 1 04/07/22 16:02 EDV 6020E
Dissolved Chromium <1.00 pg/L 1.00 2.00 1 04/20/22 14:42 EDV 6020B
Lead 4.19 pg/L 0.500 1.00 1 04/07/22 16:02 EDV 6020E
Dissolved Lead 0.663 3 pg/L 0.500 1.00 1 04/20/22 14:42 EDV 6020E
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 lig/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 6020E
Silver 0.439 3 ug/L 0.130 1.00 1 04/07/22 16:02 EDV 6020E
Dissolved Silver <0.130 pg/L 0.130 1.00 1 04/20/22 14:42 EDV 6020E
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions 3 Estimated value MQL Method Quantitation Limit
Page 7 of 55

W
Wapoint 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 ANALYSIS
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 MOL DF Date/Time By Analytical
Analyzed Batch
Acetone 3.60 3 pg/L 1.80 5.00 1 04/08/22 07:41 JLB V17188
Acrolein <2.00 pg/L 2.00 5.00 1 04/08/22 07:41 JLB V17188
Acrylonitrile <0.230 pg/L 0.230 5.00 1 04/08/22 07:41 JLB V17188
Benzene <0.180 iig/L 0.180 0.500 1 04/08/22 07:41 JLB V17188
Bromobenzene <0.210 pg/L 0.210 0.500 1 04/08/22 07:41 JLB V17188
Bromochloromethane <0.420 pg/L 0.420 1.00 1 04/08/22 07:41 JLB V17188
Bromodichloromethane <0.160 pg/L 0.160 0.500 1 04/08/22 07:41 JLB V17188
Bromoform <1.50 pg/L 1.50 5.00 1 04/08/22 07:41 JLB V17188
Bromomethane <0.280 pg/L 0.280 1.00 1 04/08/22 07:41 JLB V17188
n-Butylbenzene <0.185 pg/L 0.185 1.00 1 04/08/22 07:41 JLB V17188
sec-Butyl benzene <0.200 pg/L 0.200 0.500 1 04/08/22 07:41 JLB V17188
tert-Butyl benzene <0.920 pg/L 0.920 2.00 1 04/08/22 07:41 JLB V17188
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 04/08/22 07:41 JLB V17188
Carbon Tetrachloride <0.180 pg/L 0.180 0.500 1 04/08/22 07:41 JLB V17188
Chlorobenzene <0.190 pg/L 0.190 0.500 1 04/08/22 07:41 JLB V17188
Chlorodibromomethane <0.190 pg/L 0.190 0.500 1 04/08/22 07:41 JLB V17188
Chloroethane <0.430 pg/L 0.430 1.00 1 04/08/22 07:41 JLB V17188
Chloroform <0.220 pg/L 0.220 0.500 1 04/08/22 07:41 JLB V17188
Chloromethane <0.220 pg/L 0.220 0.500 1 04/08/22 07:41 JLB V17188
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 04/08/22 07:41 JLB V17188
4-Chlorotoluene <0.200 pg/L 0.200 0.500 1 04/08/22 07:41 JLB V17188
Di-Isopropyl Ether(DIPE) <0.960 pg/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

W
Waypoint 449 5pringbrook 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 ANALYSIS
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 lig/L 1.10 2.00 1 04/08/22 07:41 JLB V17188
1,2-Dibromoethane <0.200 lig/L 0.200 0.500 1 04/08/22 07:41 JLB V17188
Dibromomethane <0.230 pg/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 pg/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 pg/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 pg/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-Dichloroethene <0.200 pg/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 pg/L 0.190 0.500 1 04/08/22 07:41 JLB V17188
1,3-Dichloropropane <0.130 lJg/L 0.130 0.500 1 04/08/22 07:41 JLB V17188
2,2-Dichloropropane <0.210 pg/L 0.210 2.00 1 04/08/22 07:41 JLB V17188
1,1-Dichloropropene <0.200 lJg/L 0.200 0.500 1 04/08/22 07:41 JLB V17188
cis-1,3-Dichloropropene <0.210 pg/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 pg/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 pg/L 1.80 10.0 1 04/08/22 07:41 JLB V17188
Hexachlorobutadiene <0.350 lJg/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

w°
WaypOlflt, 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 ANALYSIS
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 pg/L 1.30 10.0 1 04/08/22 07:41 JLB V17188
2-Hexanone <0.380 pg/L 0.380 5.00 1 04/08/22 07:41 JLB V17188
Isopropylbenzene <0.180 pg/L 0.180 5.00 1 04/08/22 07:41 JLB V17188
4-Isopropyl toluene <0.089 pg/L 0.089 0.500 1 04/08/22 07:41 JLB V17188
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 04/08/22 07:41 JLB V17188
Methyl tert-butyl ether(MTBE) <0.140 pg/L 0.140 0.500 1 04/08/22 07:41 JLB V17188
4-Methyl-2-Pentanone <1.00 pg/L 1.00 5.00 1 04/08/22 07:41 JLB V17188
Methylene Chloride <0.330 pg/L 0.330 1.00 1 04/08/22 07:41 JLB V17188
Naphthalene <0.470 pg/L 0.470 1.00 1 04/08/22 07:41 JLB V17188
n-Propylbenzene <0.190 pg/L 0.190 0.500 1 04/08/22 07:41 JLB V17188
Styrene <0.220 pg/L 0.220 0.500 1 04/08/22 07:41 JLB V17188
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 04/08/22 07:41 JLB V17188
1,1,2,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 04/08/22 07:41 JLB V17188
Tetrachloroethene <0.220 pg/L 0.220 0.500 1 04/08/22 07:41 JLB V17188
Toluene <0.220 pg/L 0.220 0.500 1 04/08/22 07:41 JLB V17188
1,2,3-Trichlorobenzene <0.380 pg/L 0.380 2.00 1 04/08/22 07:41 JLB V17188
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 04/08/22 07:41 JLB V17188
1,1,1-Trichloroethane <0.160 pg/L 0.160 0.500 1 04/08/22 07:41 JLB V17188
1,1,2-Trichloroethane <0.096 pg/L 0.096 0.500 1 04/08/22 07:41 JLB V17188
Trichloroethene <0.180 pg/L 0.180 0.500 1 04/08/22 07:41 JLB V17188
Trichlorofluoromethane <0.180 pg/L 0.180 0.500 1 04/08/22 07:41 JLB V17188
1,2,3-Trichloropropane <0.270 pg/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

w
1 vvaypoint 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 ANALYSIS
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: 5030B
1 Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
1,3,5-Trimethylbenzene <0.180 IJg/L 0.180 0.500 1 04/08/22 07:41 JLB V17188
Vinyl Acetate <1.00 pg/L 1.00 2.00 1 04/08/22 07:41 JLB V17188
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 04/08/22 07:41 JLB V17188
o-Xylene <0.210 pg/L 0.210 0.500 1 04/08/22 07:41 JLB V17188
m,p-Xylene <0.420 pg/L 0.420 1.00 1 04/08/22 07:41 JLB V17188
Xylene(Total) <0.21 pg/L 0.210 0.500 1 04/08/22 07:41 V17188
Surrogate:4-Bromofluorobenzene 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 pg/L 7.12 20.0 1 04/11/22 19:07 ANG V17342
Acenaphthylene <6.94 pg/L 6.94 20.0 1 04/11/22 19:07 ANG V17342
Aniline <7.13 pg/L 7.13 50.0 1 04/11/22 19:07 ANG V17342
Anthracene <6.57 pg/L 6.57 10.0 1 04/11/22 19:07 ANG V17342
Benzo(a)anthracene <5.65 pg/L 5.65 10.0 1 04/11/22 19:07 ANG V17342
Benzo(a)pyrene <4.67 pg/L 4.67 10.0 1 04/11/22 19:07 ANG V17342
Benzo(b)fluoranthene <4.52 pg/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

1
1
1
1
Waypoint. 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 ANALYSIS
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 pg/L 4.68 10.0 1 04/11/22 19:07 ANG V17342
Benzoic Acid <11.5 pg/L 11.5 100 1 04/11/22 19:07 ANG V17342
Benzyl alcohol <8.60 pg/L 8.60 10.0 1 04/11/22 19:07 ANG V17342
Bis(2-Chloroethoxy)methane <5.67 pg/L 5.67 10.0 1 04/11/22 19:07 ANG V17342
Bis(2-Chloroethyl)ether <7.30 pg/L 7.30 10.0 1 04/11/22 19:07 ANG V17342
Bis(2-Chloroisopropyl)ether <6.59 pg/L 6.59 10.0 1 04/11/22 19:07 ANG V17342
Bis(2-ethylhexyl)phthalate <8.80 pg/L 8.80 10.0 1 04/11/22 19:07 ANG V17342
4-Bromophenyl phenyl ether <6.26 pg/L 6.26 20.0 1 04/11/22 19:07 ANG V17342
Butyl benzyl phthalate <2.94 pg/L 2.94 10.0 1 04/11/22 19:07 ANG V17342
4-Chloro-3-methylphenol <5.23 pg/L 5.23 10.0 1 04/11/22 19:07 ANG V17342
4-Chloroaniline <5.42 pg/L 5.42 10.0 1 04/11/22 19:07 ANG V17342
2-Chloronaphthalene <7.38 pg/L 7.38 20.0 1 04/11/22 19:07 ANG V17342
2-Chlorophenol <6.58 pg/L 6.58 10.0 1 04/11/22 19:07 ANG V17342
4-Chlorophenyl phenyl ether <6.99 pg/L 6.99 20.0 1 04/11/22 19:07 ANG V17342
Chrysene <5.38 u9/L 5.38 10.0 1 04/11/22 19:07 ANG V17342
Dibenz(a,h)anthracene <6.01 pg/L 6.01 20.0 1 04/11/22 19:07 ANG V17342
Dibenzofuran <5.08 pg/L 5.08 20.0 1 04/11/22 19:07 ANG V17342
1,2-Dichlorobenzene <5.91 pg/L 5.91 10.0 1 04/11/22 19:07 ANG V17342
1,3-Dichlorobenzene <5.83 pg/L 5.83 10.0 1 04/11/22 19:07 ANG V17342
1,4-Dichlorobenzene <5.91 pg/L 5.91 10.0 1 04/11/22 19:07 ANG V17342
3,3'-Dichlorobenzidine <6.60 pg/L 6.60 10.0 1 04/11/22 19:07 ANG V17342
2,4-Dichlorophenol <5.54 pg/L 5.54 10.0 1 04/11/22 19:07 ANG V17342
Qualifiers/ * Outside QC Limit DF Dilution Factor
Definitions 3 Estimated value MQL Method Quantitation Limit
Page 12 of 55

V/aypoint 449 5pringbrook 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 ANALYSIS
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 pg/L 9.35 20.0 1 04/11/22 19:07 ANG V17342
Dimethyl phthalate <7.82 pg/L 7.82 10.0 1 04/11/22 19:07 ANG V17342
2,4-Dimethylphenol <10.9 pg/L 10.9 20.0 1 04/11/22 19:07 ANG V17342
Di-n-butyl phthalate <7.35 pg/L 7.35 10.0 1 04/11/22 19:07 ANG V17342
4,6-Dinitro-2-methylphenol <9.92 pg/L 9.92 30.0 1 04/11/22 19:07 ANG V17342
2,4-Dinitrophenol <10.6 pg/L 10.6 30.0 1 04/11/22 19:07 ANG V17342
2,4-Dinitrotoluene <5.20 iJg/L 5.20 10.0 1 04/11/22 19:07 ANG V17342
2,6-Dinitrotoluene <5.90 P9/L 5.90 20.0 1 04/11/22 19:07 ANG V17342
Di-n-Octyl Phthalate <5.01 pg/L 5.01 10.0 1 04/11/22 19:07 ANG V17342
Fluoranthene <6.03 pg/L 6.03 10.0 1 04/11/22 19:07 ANG V17342
Fluorene <7.27 pg/L 7.27 10.0 1 04/11/22 19:07 ANG V17342
Hexachlorobenzene <5.75 pg/L 5.75 20.0 1 04/11/22 19:07 ANG V17342
Hexachlorobutadiene <5.88 pg/L 5.88 20.0 1 04/11/22 19:07 ANG V17342
Hexachlorocyclopentadiene <5.90 pg/L 5.90 20.0 1 04/11/22 19:07 ANG V17342
Hexachloroethane <5.22 ug/L 5.22 10.0 1 04/11/22 19:07 ANG V17342
Indeno(1,2,3-cd)pyrene <6.20 IJg/L 6.20 10.0 1 04/11/22 19:07 ANG V17342
Isophorone <6.71 P9/L 6.71 10.0 1 04/11/22 19:07 ANG V17342
1-Methylnaphthalene <7.33 pg/L 7.33 10.0 1 04/11/22 19:07 ANG V17342
2-Methylnaphthalene <6.92 pg/L 6.92 10.0 1 04/11/22 19:07 ANG V17342
2-Methylphenol <5.26 pg/L 5.26 10.0 1 04/11/22 19:07 ANG V17342
3&4 Methylphenol <2.47 pg/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 3 Estimated value MQL Method Quantitation Limit
Page 13 of 55

W
Waypoi nt. 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 ANALYSIS
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 pg/L 4.92 10.0 1 04/11/22 19:07 ANG V17342
3-Nitroaniline <4.55 pg/L 4.55 10.0 1 04/11/22 19:07 ANG V17342
4-Nitroaniline <5.10 pg/L 5.10 10.0 1 04/11/22 19:07 ANG V17342
Nitrobenzene <7.88 pg/L 7.88 10.0 1 04/11/22 19:07 ANG V17342
2-Nitrophenol <5.49 pg/L 5.49 10.0 1 04/11/22 19:07 ANG V17342
4-Nitrophenol <2.81 pg/L 2.81 10.0 1 04/11/22 19:07 ANG V17342
N-Nitrosodimethylamine <6.49 pg/L 6.49 10.0 1 04/11/22 19:07 ANG V17342
N-Nitrosodiphenylamine <10.9 pg/L 10.9 20.0 1 04/11/22 19:07 ANG V17342
N-Nitroso-di-n-propylamine <8.10 pg/L 8.10 20.0 1 04/11/22 19:07 ANG V17342
Pentachlorophenol <9.73 pg/L 9.73 50.0 1 04/11/22 19:07 ANG V17342
Phenanthrene <6.34 pg/L 6.34 10.0 1 04/11/22 19:07 ANG V17342
Phenol <2.86 pg/L 2.86 10.0 1 04/11/22 19:07 ANG V17342
Pyrene <5.42 pg/L 5.42 10.0 1 04/11/22 19:07 ANG V17342
Pyridine <5.32 pg/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 pg/L 5.81 20.0 1 04/11/22 19:07 ANG V17342
2,4,6-Trichlorophenol <6.29 pg/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