NC0090328_Application_20240917

hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Via FedEx
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September 10, 2024
North Carolina Department of Environmental Quality
Division of Water Resources — Water Quality Permitting Section (NPDES)
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 RECEIVED
Attn: Ms. Wren Thedford
SEP 12 2024
Re: NPDES Permit (Minor -Individual) Application Package
7w Street Mixed -Use Development
1801-1825 E. 7`^ Street NCDEQ/DWR/NPDES
Charlotte, North Carolina
H&H Job No. CDV-001
Dear Ms. Thedford:
1.0 Introduction and Waiver Request
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 by dewatering measures at the 7`s Street Mixed -Use Development site
located at 1801-1825 E. 7 h Street in Charlotte, North Carolina (the Site). H&H is submitting this
NPDES permit application package on behalf of the Site owner and prospective developer, CRD
Elizabeth LLC (also herein referred to as the Permit Applicant). Authorization for H&H to act as
CRD Elizabeth LLC's representative for the purpose of submitting this NPDES permit application
is included as Attachment A.
In addition to a $1,150 check payable to the North Carolina Division of Environmental Quality
(NCDEQ) for a minor individual NPDES permit, this NPDES permit application package includes
the items listed below.
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

Ms. Wren Thedford
September 10, 2024
Page 2
• EPA Form 1 NPDES
• EPA Form 2C NPDES (with Tables A, B, and C)
• EPA Form 2E NPDES
• Table 1 — Summary of Well Construction and Groundwater Elevation Data
• Table 2 — Summary of Groundwater Analytical Data
• Figure 1 — Site Location Topographic Map
• Figure 2 — Site Map and Temporary Monitoring Well Locations
• Figure 3 — Proposed NPDES Outfall Location and Storm Water Flow Path
• Attachment A — Designation of H&H as Authorized Representative for Permit Applicant
• Attachment B — CMSWS Approval for Discharge to Storm Water System
• Attachment C — Groundwater Treatment System Schematic and Drawings/Information
Sheets for Treatment System Components
• Attachment D — USGS-Provided Low Flow Data for Little Sugar Creek
• Attachment E — Laboratory Analytical Reports (May 2024 Groundwater Samples)
Site background information is presented in Section 2.0, a summary of Site groundwater
conditions is presented in Section 3.0, proposed groundwater treatment system and NPDES
discharge information are presented in Section 4.0, and receiving surface water and alternatives
evaluations are presented in Section 5.0.
Waiver Request
This NPDES permit application is for a new facility and new discharge. Therefore, there are no
existing effluent parameter monitoring data for the discharge and the Permit Applicant is
requesting a waiver for providing effluent parameter data. However, please note that Site
groundwater sample data (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.
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hart hickman
SMARTEN ENVIRONMENTAL SOLUTIONS

Ms. Wren Thedford
September 10, 2024
Page 3
2.0 Site Background Information
The Site is located in the Elizabeth neighborhood approximately one mile southeast of uptown
Charlotte. A Site location topographic map is provided as Figure 1. The Site consists of five
contiguous parcels of land (Mecklenburg County Parcel Identification Number [PIN] 12703201,
12703202, 12703203, 12703204, and 12703205) that collectively total approximately 1.62 acres.
Addresses currently associated with the Site parcels include 1801, 1809, 1815, 1819, and 1825 E.
71^ Street.
According to a Phase I and II Environmental Site Assessment (ESA) completed by Terracon
Consultants, Inc. (Terracon) in June 2022, the Site was developed with five residences prior to the
late 1920s. During the 1940s-1950s, the northern residence was razed and a church was
constructed on the parcel. The residential structures were repurposed for commercial use (most
recently retail and office space) during the 1960s-1970s, and the southern parcel was converted
into a gravel parking lot. The Site buildings were vacant since the mid to late 2010s prior to
recently being demolished, and the Site currently consists of vacant land with a gravel -covered
parking lot, an asphalt -paved parking lot, and landscaped areas. A Site Map is provided as
Figure 2.
Environmental assessment activities completed at the Site have identified volatile organic
compounds (VOCs) and semi -volatile organic compounds (SVOCs) above NCDEQ 15A NCAC
02L .0202 Groundwater Standards (2L Standards) and/or surface water criteria in Site
groundwater. Site groundwater conditions are discussed in Section 3.0.
The Permit Applicant plans to redevelop the Site with a multi -story high density residential
apartment building (with limited retail spaces) over a two -level subgrade parking garage. Based
on groundwater table elevations at the Site (discussed in Section 3.0) and planned building
construction depths, it is anticipated that construction excavations and the parking garage will
intersect the groundwater table. During and after completion of building construction,
14
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Ms. Wren Thedford
September 10, 2024
Page 4
groundwater pumping from wells and/or sumps will be performed to remove groundwater from
excavations and/or to prevent groundwater infiltration into excavations and building structures.
This NPDES permit application is being submitted to allow for the treatment and direct discharge
of groundwater generated by these dewatering measures.
3.0 Summary of Site Groundwater Conditions
During the June 2022 ESA completed by (Terracon), tetrachloroethylene (PCE) and naphthalene
were identified in Site groundwater at concentrations above 2L Standards. During May 2024,
H&H conducted additional groundwater assessment activities at the Site to further evaluate
groundwater conditions and to estimate groundwater dewatering rates potentially required for
excavation and future building structure dewatering measures. The May 2024 groundwater
assessment activities included installation and sampling of four temporary monitoring wells
(identified as TMW-1 through TMW4 in Figure 2).
Following installation and development of the temporary monitoring wells, depth -to -groundwater
was gauged in each well and well top -of -casing elevations were measured. Based on the results
of groundwater elevation data, depth -to -groundwater ranged from approximately 7.5 to 11 ft
below ground surface (bgs), and groundwater generally flows to the west-northwest beneath the
Site. A summary of well construction information and groundwater elevation data is provided in
Table 1.
Groundwater samples were collected from each of the temporary wells for laboratory analysis of
VOCs, SVOCs, and Resource Conservation and Recovery Act (RCRA) 8 metals. A summary of
groundwater analytical data for the May 2024 temporary well samples is provided in Table 2, and
laboratory analytical reports for the samples are provided as Attachment E.
As shown in Table 2, results of analysis of the May 2024 temporary well groundwater samples
indicate concentrations of naphthalene (113 micrograms per liter — µg/L), 1-methylnaphthalene
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Ms. Wren Thedford
September 10, 2024
Page 5
(85.2 µg/L), and 2-methylnaphthalene (135 µg/L) were detected above 2L Standards (6, 1, and
30 µg/L, respectively) in well TMW-2, and PCE was detected above the 2L Standard (0.7 µg/L.)
in well TMW-4 (3.67 µg/L). There were no other analyte detections above 21, Standards in the
groundwater samples. As shown in Figure 2, TMW-2 was located in the central portion of the Site
and TMW-4 was located in the southern (upgradient) portion of the Site.
The PCE concentration detected in TMW-4 is slightly higher than the 15A NCAC 02B Surface
Water Quality Standard (213 Standard) of 3.3 µg/L for Class C Surface Waters. The detections of
naphthalene and 2-methylnaphthalene, and a concentration of phenanthrene (5.59 µg/L) detected
in TMW-2 are higher than North Carolina In -Stream Target Values for Surface Waters for Class C
Waters. There are no 2B Standards established for naphthalene, 2-methylnaphthalene, or
phenanthrene. The 2B Standards and In -Stream Target Values for Surface Waters are hereafter
referred to as Surface Water Criteria. There were no other analyte detections above Surface Water
Criteria for Class C Waters in the groundwater samples.
There are no known sources of groundwater impacts on the Site; however, it is possible that the
naphthalene, 1-methylnaphthalene, 2-methylnaphthalene, and phenanthrene detections discussed
above are related to historical use of fuel oil for heating of the former Site buildings. It is
anticipated that any fuel oil underground storage tanks potentially located at the Site have been
removed/abandoned, or will be removed from the Site during redevelopment activities. The low-
level PCE impacts identified in Site groundwater are likely attributable to off -Site dry-cleaning
facility operations conducted at the 2001 Cleaners/Cunningham Cleaners facility (1900 E. 7's
Street) located immediately south (upgradient to cross -gradient) of the Site and/or the Arrow
Laundry and Cleaners and the One Hour Martinizing facilities (1933 and 1941 E. 7a' Street,
respectively) located in close proximity to each other approximately 500 ft southeast (upgradient)
of the Site. The 2001 Cleaners and One Hour Martinizing facilities are listed as Petitioners in the
NC Drycleaning Solvent Cleanup Act (DSCA) Trust Fund Program.
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hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Wren Thedford
September 10, 2024
Page 6
H&H completed hydrogeologic assessment activities at the Site using the temporary monitoring
wells and completed an evaluation to estimate groundwater dewatering rates potentially required
for excavation and future building structure dewatering measures. Using planned building
construction information, Site hydrogeologic data, and a groundwater in -flow model, H&H
evaluated potential groundwater dewatering rates which will be needed for construction
excavations and in order to prevent groundwater infiltration into the new building proposed to be
constructed at the Site. Results of the evaluation indicate estimated dewatering rates ranging from
approximately 12,000 to 42,000 gallons per day (gpd) will be required (with the range accounting
for potential use of sub -slab dewatering and/or well -point dewatering methods). Therefore, a
conservatively high maximum flow projection for the requested discharge is approximately
50,000 gpd, or 0.05 million gallons per day (which is the rate presented in EPA Form 2C NPDES).
4.0 Proposed Groundwater Treatment System and NPDES Discharge Information
As previously mentioned, the Permit Applicant plans to redevelop the Site with a residential
apartment building over a two -level subgrade parking garage. Based on groundwater table
elevations at the Site and planned building construction depths, it is anticipated that construction
excavations and the parking garage will intersect the groundwater table. During and after
completion of building construction, groundwater pumping from wells and/or sumps will be
performed to remove groundwater from excavations and/or to prevent groundwater infiltration into
excavations and building structures. This NPDES permit application is being submitted to allow
for the treatment and direct discharge of groundwater generated by these dewatering measures.
The Permit Applicant is proposing to treat groundwater recovered by the dewatering measures to
reduce potential contaminant concentrations prior to direct discharge of the treated water under a
NPDES permit. Based on the groundwater analytical data discussed in Section 3.0, PCE,
naphthalene, 1-methylnaphthalene, 2-methylnaphthalene, and phenanthrene are the only
contaminants present at concentrations above 21, Standards and/or applicable Surface Water
Criteria in Site groundwater.
hart hickman
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Ms. Wren Thedford
September 10, 2024
Page 7
The Permit Applicant proposes to treat recovered groundwater and discharge of the treatment
system's effluent under a NPDES permit into a proposed storm structure (manhole) located in the
north-northwestem portion of Site which will be connected to a proposed storm line installed as
part of Site redevelopment. The approximate location of the proposed manhole and proposed
storm line, and the location where the proposed line will connect to existing City of Charlotte
storm line are also identified in Figure 3. As shown in Figure 3, water from the proposed NPDES
Outfall 001 will flow through the proposed storm line and existing City of Charlotte storm water
system structures before eventually discharging to Little Sugar Creek approximately 3,500 ft
northwest of the Site. In a letter dated August 30, 2024, Charlotte -Mecklenburg Storm Water
Service (CMSWS) approved discharge of treated groundwater from the Site to the storm water
system under a DEQ Division of Water Resources (DWR)-approved NPDES permit. A copy of
the letter is provided as Attachment B.
The proposed groundwater dewatering and treatment includes extraction of groundwater from
sumps and/or wells using pumps to transfer the water into an estimated 1,000-gallon poly holding
tank. When the holding tank fills to approximately 80% of its capacity, groundwater will be
pumped from the tank at a maximum estimated rate of approximately 49 gallons per minute (gpm)
through a stainless steel bag filtration unit (for removal of suspended sediments), then through two
1,000 lb liquid phase granular activated carbon (GAC) vessels in series (for removal of organic
compounds). The GAC vessels will provide an empty bed contact time of approximately 10 to
15 minutes at flow rates of 49 to 33 gpm, respectively. Spent bag filters and GAC will be disposed
off -Site in accordance with applicable regulations.
A groundwater treatment system schematic for the proposed groundwater treatment system is
included in Attachment C. Reference drawing/information sheets for the major groundwater
treatment components included in the system are also included in Attachment C.
14
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Ms. Wren Thedford
September 10, 2024
Page 8
Treatment system effluent samples will be analyzed in accordance with NPDES permit
requirements in order to demonstrate compliance with permit -specified effluent discharge
limitations.
5.0 Receiving Surface Water and Alternatives Evaluations
This section has been prepared in accordance with DWR's Engineering Alternatives Analysis
(EAA) Guidance Document — Revision January 30, 2024, which is hereafter referred to as the
EAA Guidance.
As previously discussed, the Permit Applicant is planning to implement groundwater dewatering
measures as part of Site redevelopment activities to allow for construction of a new apartment
building and to prevent infiltration of groundwater into the new building, and proposes to treat and
discharge treated groundwater to the City of Charlotte's storm water sewer system under a NPDES
permit. Evaluations of the proposed receiving surface water body (Little Creek) and potential
alternatives for management of the groundwater are presented in the sections below.
5.1 Receiving Surface Water Evaluation
NPDES Outfall 001 is proposed for discharge of treated groundwater to a proposed storm structure
(manhole) located in the north-northwestem portion of Site which will be connected to a proposed
storm line installed as part of Site redevelopment (Figure 3). As shown in the Figure 3, storm
water from the proposed manhole will flow through existing City of Charlotte storm water system
structures before eventually discharging to Little Sugar Creek approximately 3,500 ft northwest of
the Site. From this point of discharge, Litte Sugar Creek generally flows to the south-southwest
before converging with Sugar Creek approximately 12 miles to the south of the point of discharge
(direct -line distance). H&H obtained low flow data for Little Sugar Creek from the United States
Geological Survey (USGS). As indicated in the USGS documentation provided as Attachment D,
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SMARTER 140I10✓RVF'.'A SOIUIIONS

Ms. Wren Thedford
September 10, 2024
Page 9
Little Sugar Creek is not subject to zero flow conditions at the point where the storm system
discharges to the creek (shown in Figure 3). Refer to the USGS documentation for low flow data.
Little Sugar Creek is classified by DWR as a Class C surface water body. Class C waters are
protected for uses such as aquatic life propagation, survival and maintenance of biological integrity
(including fishing and fish), wildlife, secondary contact recreation, and agriculture. Domestic and
industrial wastewater discharges, including treated discharge from groundwater remediation
projects addressing water quality problems where no practical alternative exists, are allowed to
Class C surface waters.
H&H did not identify NPDES permitting strategies which may limit the proposed discharge in
NCDEQ's 2010 Catawba River Basinwide Water Quality Plan (Basinwide Plan). Based on a
review of the draft North Carolina 2024 303(D) List, Little Sugar Creek is (or, will be) listed as
impaired for benthos and fish community from the creek's source to the North Carolina -South
Carolina state line. Total maximum daily loads (TMDLs) for Little Sugar Creek have been
developed for dissolved oxygen (approved February 1996), fecal coliform (approved
March 2002), and turbidity (approved February 2005). The proposed discharge of treated
groundwater will not contain compound concentrations above Surface Water Criteria protective
of aquatic life and biological integrity, and is not a potential source of fecal coliform or oxygen -
consumption processes. Suspended solids (which could adversely affect turbidity levels) will be
removed be the groundwater treatment system and the effluent will be subject to total suspended
solids limitations in the NPDES permit.
Finally, no endangered species associated with Little Sugar Creek were identified in the Basinwide
Plan, and no endangered species potentially associated with aquatic environments were identified
by the US Fish & Wildlife Service's Information for Planning and Consultation online tool in a
user -defined area along Little Hope Creek.
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SMARTER ENVIRONMENTAL SOLUTIONS

Ms. Wren Thedford
September 10, 2024
Page 10
Based on the information presented above, there do not appear to be surface water quality issues
associated with Little Sugar Creek which would be exacerbated by the proposed discharge of
treated groundwater, and the proposed discharge does not pose surface water quality concerns.
5.2 Evaluation of Alternatives
As discussed in Section 3.0, H&H used building construction information, Site hydrogeologic
data, and a groundwater in -flow model to evaluate potential groundwater dewatering rates which
will be needed for construction excavations and to prevent groundwater infiltration into the new
building proposed to be constructed at the Site. Based on the evaluation, a reasonable
conservatively high maximum flow projection for the requested discharge is approximately
50,000 gpd, or 0.05 million gallons per day (which is the rate presented in EPA Form 2C NPDES).
The EAA Guidance indicates that wastewater disposal alternatives may be limited for some non -
domestic wastewater scenarios (in which case a full alternatives evaluation may not be warranted),
and specifically lists groundwater remediation system discharges as such a scenario. Per the EAA
Guidance, for groundwater remediation system discharges, the following disposal alternatives
should be evaluated for viability:
• Wastewater treatment plant (WWTP) connection;
• Land application;
• Infiltration galleries; and,
• In -situ groundwater remediation wells or closed -loop groundwater remediation wells.
Our evaluation of these alternatives to direct discharge under a NPDES permit is presented below.
Discharge to a W WTP Connection
Charlotte Water does not allow discharge of treated groundwater to its sanitary sewer system;
therefore, this alternative is not feasible.
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Ms. Wren Thedford
September 10, 2024
Page 11
Land Application
The Site is located in a developed area within the City of Charlotte, and land application of treated
groundwater is not feasible based on land constraints in the area of the Site.
Infiltration Galleries
After Site redevelopment, the footprint of the newly -constructed building will cover the majority
of the Site property, resulting in minimal space for potential infiltration outside of the building's
footprint. Furthermore, introduction of treated groundwater to the Site's subsurface would result
in infiltrate back into the aquifer beneath the Site, ultimately resulting in an ineffective dewatering
loop and likely daylighting of groundwater water at the ground surface followed by overland flow
and direct discharge to the storm water system and/or off -Site properties. Therefore, disposal of
treated groundwater via infiltration galleries is considered infeasible.
Remediation Wells
Similar to the infiltration gallery alternative discussion above, discharge of treated groundwater
into groundwater remediation wells installed on the Site would result in an ineffective dewatering
loop and likely daylighting of groundwater water at the ground surface followed by overland flow
and direct discharge to the storm water system and/or off -Site properties. Therefore, disposal of
treated groundwater via remediation wells is considered infeasible.
Alternatives Analysis Summary
Based on the information presented above, there do not appear to be surface water quality issues
associated with Little Sugar Creek which would be exacerbated by the proposed discharge, and
the proposed discharge does not pose surface water quality concerns. In addition, our evaluation
of alternatives for management of treated groundwater 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 appears to pass "allowable discharge" criteria and to be appropriate for management of
treated groundwater generated by dewatering activities at the Site.
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Ms. Wren Thedford
September 10, 2024
Page 12
Please contact us if you have questions or need additional information.
Sincerely,
Hart & Hickman, PC
Scott Drury, PE
Project Manager
Enclosures:
NPDES Permit Application Package
Check for $1,150 payable to NCDEQ
11,D—
Matt Ingalls
Senior Project Manager
cc: Mr. Larry Powers — CRD Elizabeth LLC (Via E-Mail)
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SMAQM ENVMONMENTAL SOL ill(1PoS

EPA Form 1 NPDES

EPA Idenfificalion Number
NPDES Permit Number
Facility Name
Form Approved 03105119
New Facility
7th St Mixed -Use Development
OMB No. 2040-0004
Form
U.S. Environmental Protection Agency
1
1180EPA
Application for NPDES Permit to Discharge Wastewater
NPDES
GENERAL INFORMATION
SECTION•
• r
Applicants Not Required to Submit Form 1
1.1
1.1.1
Is the facility a new or existing publicly owned
1.1.2
Is the facility a new or existing treatment works
treatment works?
treating domestic sewage?
If yes, STOP. Do NOT complete 0 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?
Lu
Yes 4 Complete Form 1 No
Yes 4 Complete Form 0 No
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and Form 213.
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,
mining, or silvicultural facility that has not yet
commercial, mining, or silvicultural facility that
=
commenced to discharge?
discharges only nonprocess wastewater?
Yes 4 Complete Form 1 0 No
0 Yes 4 Complete Form No
and Form 2D.
1 and Form 2E.
N
1.2.5
Is the facility a new or existing facility whose
2
discharge is composed entirely of stormwater
a
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•D
AND LOCATION (40
2.1
Facility Name
7th St Mixed -Use Development
0
2.2
EPA Identification Number
U
0
New Facility
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2.3
Facility Contact
N
d
Name (first and last)
Title
Phone number
Larry Powers
Managing Partner
[phone]
Q
Email address
:m
[e-mail]
d
2.4
Facility Mailing Address
zStreet
or P.O. box
225 W Hubbard 4th Floor
City or town
State
ZIP code
Chicago
IL
60605
EPA Form 3510-1 (revised 3-19) Page 1

EPA Identification Number
NPDES Permit Number
Facility Name
Fonn Approved 03/05/19
New Facility
7th St Mixed -Use Development
OMB No. 2040-0004
ui d
2.5
Facility Location
a w
Street, route number, or other specific identifier
4 U
1801-1825 E 7th Street
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County name
County code (if known)
Mecklenburg
060
0
E
City or town
State ZIP code
z m
Charlotte
NC 28204
P,ECTION•D
I
SIC Code(s)
Description (optional)
3.1
6513
Real Estate - Operators of Apartment Buildings
N
N
'O
O
U
to
U
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3.2
NAICS Code(s)
Description (optional)
v
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1O
53111
Lessors of Residential Buildings and Dwellings
U
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:�.ECTION
4. OPERATOR
INFORMATION (40
4.1
Name of Operator
CRD Elizabeth LLC (Attn: Larry Powers)
co
4.2
Is the name you listed in Item 4.1 also the owner?
E
`o
❑� Yes ❑ No
4.3
Operator Status
❑ Public —federal ❑ Public —state ❑ Other public (specify)
p
Private ❑ Other (specify)
4.4
Phone Number of Operator
poa) zas-s71a
4.5
0 erator Address
Street or P.O. Box
q
E d
225 W Hubbard 4th Floor
o 0
5 =
City or town
State
ZIP code
`o 0
Chicago
IL
60605
0
o
Email address of operator
O
[[e-mail]
SECTION1
Is the facility located on Indian Land?
5.1
_ c
El Yes [a No
EPA Form 3510-1 (revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
New Facility 7th St Mixed -Use Development OMB No. 2040-0004
SECTION• I
6.1 Existing Environmental Permits (check all that apply and print or type the corresponding permit number for each)
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❑ NPDES (discharges to surface
❑ RCRA (hazardous wastes)
❑ UIC (underground injection of
o
water)
fluids)
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rn
❑ PSD (air emissions)
❑ Nonattainment program (CAA)
❑ NESHAPs (CAA)
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El Ocean dumping (MPRSA) El Dredge or fill (CWA Section 404) ID Other (specify)
_
Meck Co. SIP 70003206
-ECTION1
7.1
Have you attached a topographic map containing all required information to this application? (See instructions for
specific requirements.)
M
ID Yes ❑ No ❑ CAFO—Not Applicable (See requirements in Form 2B.)
SECTIONOF
1
8.1
Describe the nature of your business.
The Permit Applicant plans to redevelop the Site with a multi -story residential apartment building. The new building
v,
will intersect the groundwater table and groundwater groundwater pumping from wells and/or sumps will be
performed to remove groundwater from excavations and/or to prevent groundwater Infiltration into excavations
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and building structures. This NPDES permit application is being submitted to allow for direct discharge of treated
co
groundwater generated by these dewatering activities. Based upon the results of analysis of groundwater samples
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collected from the site, groundwater generated by the groundwater dewatering activities may require treatment to
remove organic compounds prior to discharge. Refer to the NPDES permit application cover letter for additional
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details.
,.ECTION
9. COOLING1
9.1
Does your facility use cooling water?
d
❑ Yes ❑� No 4 SKIP to Item 10.1.
A
9.2
Identify the source of coaling water. (Note that facilities that use a cooling water intake structure as described at
o w
40 CFR 125, Subparts I and J may have additional application requirements at 40 CFR 122.21(r). Consult with your
o Y
NPDES permitting authority to determine what specific information needs to be submitted and when.)
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SECTION1
VARIANCE
REQUESTS1 1
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
y
apply. Consult with your NPDES permitting authority to determine what information needs to be submitted and
;
when.)
❑ Fundamentally different factors (CWA ❑ Water quality related effluent limitations (CWA Section
m
Section 301(n)) 302(b)(2))
AR
❑ 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 Identii ation Number NPDES Permit Number Facility Name Form Approved 03/05119
New Facility 7th St Mixed -Use Development OMB No. 2040-0004
SECTION•
CERTIFICATION STATEMENT (40
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
❑ w/ attachments
❑� Section 2: Name, Mailing Address, and Location
❑ w/ attachments
❑r Section 3: SIC Codes
❑ w/ attachments
Section 4: Operator Information
❑ w/ attachments
❑� Section 5: Indian Land
❑ w/ attachments
❑� Section 6: Existing Environmental Permits
❑ w/ attachments
d
A©
Section 7: Map
❑ ma opographic ❑ w/ additional attachments
o
❑� Section 8: Nature of Business
0 wl attachments
16
w
© Section 9: Cooling Water Intake Structures
❑ w/ attachments
C
❑� Section 10: Variance Requests
❑ w/ attachments
v
c
2
Section 11: Checklist and Certification Statement
❑ w/ attachments
Y
b
11.2
Certification Statement
U
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 property 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
Matt Ingalls
Senior Project Manager at Hart & Hickman, PC
Signatur
Date signed
EPA Fonn 3510-1 (revised 3-19) Page 4

EPA Form 2C NPDES

EPA Identificafion Number NPDES Permit Number Facility Name Form Approved 03/05/19
New Facility 7th St Mixed -Use Development OMB No. 2040-0004
Form U.S. Environmental Protection Agency
2C =,EPA Application for NPDES Permit to Discharge Wastewater
NPDES EXISTING MANUFACTURING, COMMERCIAL, MINING, AND SILVICULTURE OPERATIONS
SECTIONOUTFALL LOCATION•r
1.1 Provide information on each of the facility's outfalls in the table below.
Outfa
Number Receiving Water Name Latitude Longitude
U
001 Little Sugar Creek 35° 12' 54.8" N 80° 40' 13.5" W
m
0
O
SECTIOND•. r
0 2.1 Have you attached aline drawing to this application that shows the water flow through your facility with a water
3 balance? (See instructions for drawing requirements. See Exhibit 2C-1 at end of instructions for example.)
o M Yes ❑ No
SECTION• r
3.1 For each outfall identified under Item 1.1, provide average flow and treatment information. Add additional sheets if
necessa .
"Outfall Number" 001
Operations
Operation Average Flow
Groundwater Dewatering and Treatment _ 0.05 mgd
c
E mgd
A
a
a
mgd
y mgd
3
0
LL
o Treatment Units
Description Final Disposal of Solid or
Code fro
(include size, flow rate through each treatment unit, Table 2Cr1 Liquid Wastes Other Than
a' retention time, etc.) by Discharge
Bag Filter, 49 gpm, 0.16 minutes 1-N Appropriately Licensed landfill
Granular Activated Carbon Units (2), 49 gpm, 10 min 2-A Appropriately Licensed Landfill
EPA Form 3510-2C (Revised 3-19) Page 1

EPA Identification Number
NPDES Permit Number
Facility Name
Form Approved 03105/19
New Facility
7th St Mixed -Use Development
OMB No. 2040-0004
3.1
"Outfall Number"
cont.
Operations Contributing to Flow
Operation Average Flow
mgd
mgd
mgd
mgd
Treatment
Description
Units
Code from
Final Disposal of Solid or
(include size, flow rate through each treatment unit,
Table 2C-1
Liquid Wastes Other Than
retention time, etc.)
by Discharge
a
ar
c
c
0
U
c
m
E
m
d
H
"Outfall Number"
Operations Contributing to Flow
o
Operation Average Flow
LL
rn
mgd
o
d
a'
mgd
mgd
mgd
Treatment
Description
Units
Code from
Final Disposal of solid or
(include size, flow rate through each treatment unit,
Table 2C-1
Liquid Wastes Other Than
retention time, etc.
by Discharge
3.2
Are you applying for an NPDES permit to operate a privately owned treatment works?
E
❑ Yes ❑� No 4 SKIP to Section 4.
3.3
Have you attached a list that identifies each user of the treatment works?
❑ Yes ❑ No
EPA Form 3510-2C (Revised 3-19) Page 2

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
New Facility 7th St Mixed -Use Development OMB No. 2040-0004
SECTION• r
4.1 Except for storm runoff, leaks, or spills, are any discharges described in Sections 1 and 3 intermittent or seasonal?
❑ Yes 0 No 4 SKIP to Section 5.
4.2
Provide information on intermittent or seasonal Flows for each applicable ouffall.
Attach additional pages, if necessary.
Outfall
Operation
Frec
uency
Flow Rate
Average
Average
Long -Term
Maximum
Number
(list)
Duration
Da sMeek
Months/Year
Average
Dail
days/week
months/year
mgd
mgd
days
H
o
daysAveek
months/year
mgd
mgd
days
LL
days/week
monthslyear
mgd
mgd
days
E
daystweek
monthslyear
mgd
mgd
days
d
c
days/week
months/year
mgd
mgd
days
days/week
months/year
mgd
mgd
days
daysAveek
months/year
mgd
rngd
days
daysMLek
monthslyear
mgd
mgd
days
dayshveek monthslyear mgd mgd days
SECTION••
• ,r
Do any effluent limitation guidelines (ELGs) promulgated by EPA under Section 304 of the CWA apply to your facility?
5.1
❑ Yes 0 No 4 SKIP to Section 6.
5.2
Provide the following information on applicable ELGs.
ELG Category
ELG Subcategory
Regulatory Citation
w
d
A
U
n
o.
5.3
Are any of the applicable ELGs expressed in terms of production (or other measure of operation)?
❑ Yes ❑ No 4 SKIP to Section 6.
0
A
5.4
Provide an actual measure of daily production expressed in terms and units of applicable ELGs.
J
Outfall
Operation, Product, or Material
Quantity per Day
Unit of
Number
Measure
m
u,
m
m
c
O_
v
0
a`
EPA Form 3510-2C (Revised 3-19) Page 3

EPA Identification Number NPDES Permit Number Facility Name Form Approved 03/05/19
New Facility 7th St Mixed -Use Development OMB No. 2040-0004
SECTION• r
6.1 Are you presently required by any federal, state, or local authority to meet an implementation schedule for constructing,
upgrading, or operating wastewater treatment equipment or practices or any other environmental programs that could
affect the discharges described in this application?
❑ Yes 0 No 4 SKIP to Item 6.3.
6.2
Briefly identify each applicable project in the table below.
Affected
Final Compliance Dates
E
Brief Identification and Description of
Outfalls
Source(s) of
o
Project
(list ouffall
Discharge
Required
Projected
number
E
v
A
y
d
v
o
rn
a
6.3 Have you attached sheets describing any additional water pollution control programs (or other environmental projects
that may affect your discharges) that you now have underway or planned? (optional item)
❑ Yes ❑ No 0 Not applicable
SECTION•
r
See the instructions to determine the pollutants and parameters you are required to monitor and, in turn, the tables you must
complete. Not all applicants need to complete each table.
Table A. Conventional and Non -Conventional Pollutants
7.1
Are you requesting a waiver from your NPDES permitting authority for one or more of the Table A pollutants for any of
your outalls?
❑✓ Yes ❑ No 4 SKIP to Item 7.3.
7.2
If yes, indicate the applicable ouffalls below. Attach waiver request and other required information to the application.
Oulfall Number 001 Ouffall Number_ Ouffall Number_
u
7.3
Have you completed monitoring for all Table A pollutants at each of your ouffalls for which a waiver has not been
requested and attached the results to this application package?
❑ Yes 0 No; a waiver has been requested from my NPDES
permitting authority for all pollutants at all outalls.
Table B. Toxic Metals, Cyanide, Total Phenols, and Organic Toxic Pollutants
A
7.4
Do any of the facility's processes that contribute wastewater fall into one or more of the primary industry categories
c
listed in Exhibit 2C-3? (See end of instructions for exhibit.)
v
❑ Yes ✓❑ No 4 SKIP to Item 7.6.
7.5
Have you checked "Testing Required" for all toxic metals, cyanide, and total phenols in Section 1 of Table B?
0
w
❑ Yes ❑ No
7.6
List the applicable primary industry categories and check the boxes indicating the required GC/MS fraction(s) identified
in Exhibit 2C-3.
Primary Industry Category
Required GCIMS Fraction(s)
Check applicable boxes.
❑ Volatile ❑ Acid ❑ Base/Neutral ❑ Pesticide
❑ Volatile ❑ Acid ❑ Base/Neutral ❑ Pesticide
❑ Volatile ❑ Acid ❑ Base/Neutral ❑ Pesticide
EPA Form 3510-2C (Revised 3-19) Page 4

EPA Identification Number
NPDES Permit Number
Facility Name
Form Approved 03105/19
New Facility
7th St Mixed -Use Development
OMB No. 2040-0004
7.7
Have you checked "Testing Required" for all required pollutants in Sections 2 through 5 of Table B for each of the
GC/MS fractions checked in Item 7.6?
❑ Yes ❑ No
7.8
Have you checked"Believed Present" or "Believed Absent" for all pollutants listed in Sections 1 through 5 of Table B
where testing is not required?
El Yes ❑ No
7.9
Have you provided (1) quantitative data for those Section 1, Table B, pollutants for which you have indicated testing is
required or (2) quantitative data or other required information for those Section 1, Table B, pollutants that you have
indicated are "Believed Present" in your discharge?
❑ Yes ❑ No
7.10
Does the applicant qualify for a small business exemption under the criteria specified in the instructions?
Yes 4 Note that you qualify at the top of Table B,
ElYes
❑ No
SKIP to Item 7.12.
d
'=
7.11
Have you provided (1) quantitative data for those Sections 2 through 5, Table B, pollutants for which you have
o
determined testing is required or (2) quantitative data or an explanation for those Sections 2 through 5, Table B,
pollutants you have indicated are "Believed Present" in your discharge?
N
N❑
Yes ❑ No
v
Table C. Certain Conventional and Non -Conventional Pollutants
7.12
Have you indicated whether pollutants are "Believed Present" or "Believed Absent" for all pollutants listed on Table C
for all outfalls?
U
❑� Yes ❑ No
7.13
Have you completed Table C by providing (1) quantitative data for those pollutants that are limited either directly or
indirectly in an ELG and/or (2) quantitative data or an explanation for those pollutants for which you have indicated
"Believed Present"?
c
d
❑ Yes 0 No
w
Table D. Certain Hazardous Substances and Asbestos
7.14
Have you indicated whether pollutants are "Believed Present" or "Believed Absent" for all pollutants listed in Table D for
all outfalls?
❑ Yes ❑� No
7.15
Have you completed Table D by (1) describing the reasons the applicable pollutants are expected to be discharged
and (2) by providing quantitative data, if available?
❑ Yes ❑� No
Table E. 2,3,7,8-Tetrachlorodibenzo- -Dioxin 2,3,7,8-TCDD
7.16
Does the facility use or manufacture one or more of the 2,3,7,8-TCDD congeners listed in the instructions, or do you
know or have reason to believe that TCDD is or may be present in the effluent?
❑ Yes 4 Complete Table E. ❑� No 4 SKIP to Section 8.
7.17
Have you completed Table E by reporting qualitative data for TCDD?
❑ Yes ❑ No
SECTION•
OR • TOXICS (40
8.1
Is any pollutant listed in Table B a substance or a component of a substance used or manufactured at your facility as
an intermediate or final product or byproduct?
❑ Yes 0 No 4 SKIP to Section 9.
8.2
List the pollutants below.
l0
`o
1. 4. 7.
N
2. 5. 8.
3. 6. 9.
EPA Form 3510-2C (Revised 3-19) Page 5

den6fica6on Number NPDES Permit Number Facility Name Form Approved 03105/19
New Facility 7th St Mixed -Use Development OMB No. 2040-0004
iECTION
9. BIOLOGICALTO
r
Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made
9.1
within the last three years on (1) any of your discharges or (2) on a receiving water in relation to your discharge?
u
❑ Yes 0 No 4 SKIP to Section 10.
9.2
Identify the tests and their
ur oses below.
Test(s)
Purpose of Test(s)
Submitted to NPDES
Date Submitted
x
PermittingAuthority?
0
❑ Yes ❑ No
U
0 O
QQ
ho
❑ Yes ElNo
❑ Yes ❑ No
.ECTION
10. CONTRACT
ANALYSES (40
10.1
Were any of the analyses reported in Section 7 performed by a contract laboratory or consulting firm?
❑� Yes ❑ No 4 SKIP to Section 11.
10.2
Provide information for each contract laboratory or consulting firm below.
Laboratory Number 1
Laboratory Number 2
Laboratory Number 3
Name of laboratory/firm
Waypoint Analytical
N
Laboratory address
449 Springbrook Rd
Q
Charlotte, NC 28217
u
m
c
0
U
Phone number
[phone]
Pollutant(s) analyzed volatile organic compounds,
semi -volatile organic
compounds, and RCRA 8
metals
11.1
Has the NPDES permitting authority requested additional information?
❑ Yes 0 No 4 SKIP to Section 12.
0
E
11.2
List the information requested and attach it to this application.
1. 4.
m
0
0
0
2. 5.
v
a
3. 6.
EPA Form 3510-2C (Revised 3-19) Page 6

EPA Identification Number
NPDES Permit Number Facility Name Form Approved 03/05119
New Facility
7th St Mixed -Use Development OMB No. 2040-0004
SECTION•
CERTIFICATION STATEMENT (40
12.1
In Column 1 below, mark the sections of Form 2C 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 com plate all sections or provide attachments.
Column 1
Column 2
❑ Section 1: Outfall Location
w/ attachments
❑� Section 2: Line Drawing
❑ wl line drawing ❑ w/ additional attachments
wl list of each user of
Section 3: Average Flows and
❑� w/ attachments ❑ privately owned treatment
Treatment
works
❑ Section 4: Intermittent Flows
❑ wl attachments
❑ Section 5: Production
❑ w/ attachments
w/ optional additional
❑ Section 6: Improvements
describing any
❑ wl attachments El
additional pollution control
additional
plans
❑ w/ request for a waiver and wl explanation for identical
supporting information outfalls
d
wl small business exemption w/other attachments
❑
m
request
%
`r'
Section 7: Effluent and Intake
w/ Table A w/ Table B
c
Characteristics
0
is
wl Table C ❑ w/ Table D
wl Table E w/ analytical results as an
❑ ❑
ca
attachment
c
A
Section 8: Used or Manufactured
❑
❑ w/ attachments
Toxics
x
Section 9: Biological Toxicity
❑
❑ w/ attachments
t
Tests
U
Section 10: Contract Analyses
w/ attachments
❑ Section 11: Additional Information
❑ w/ attachments
❑ Section 12: Checklist and
❑ w/ attachments
Certification Statement
12.2
Certification Statement
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 property 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 penaRies for submitting false information, including the
possibility of fine and imprisonment for knowing violations.
Name (print or type first and last name)
Official title
Matt Ingalls
Senior Project Manager
Signature
D
Date signed
f - /D -Z
titP 12 ZION
EPA Form 3510-2C(Revised 3-19) NCDEQ/DWR/NPDES Pagel

Table A of EPA Form 2C NPDES

dentification Number NPLA:s Permit Namoer Facility Name Outtall Number Form Approved 03/05119
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
Effluent
Intake
Pollutant
rCheck
Waiver
Requested
Units
0 tiona ll
Maximum
Maximum
Long -Term
(if applicable)
(5pe"ty)
Daily
Monthly
Average Daily
Number of
Long -Term
Numberof
Discharge
Discharge
Discharge
Analyses
Average Value
Analyses
(required)
if available
if available
e 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
0
Concentration
Mass
(BOD5)
2 Chemical oxygen demand
0
Concentration
Mass
(COD)
Concentration
3. Total organic carbon (TOC)
0
Mass
Concentration
4.
Total suspended solids (TSS)
0
Mass
Concentration
5.
Ammonia (as N)
0
Mass
6.
Flow
❑
Rate
mgd
0.05
Temperature (winter)
0
°C
°C
7.
Temperature (summer)
0
°C
°C
pH (minimum)
❑
Standard units
S.U.
5.0
8.
pH (maximum)
❑
Standard units
SM.
9.0
t 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 9

Table B of EPA Form 2C NPDES

Identification Number NPDES Permit Number Facility Name Outrall Number Form Approved 03105119
New Facility 7th St Mixed -Use Development 001 OMB No.2040-0004
Presence or Absence
Intake
check one
Effluent
(optional)
Pollutant/Parameter
Testing
Units
Maximum
Maximum
Long -Term
Long-
(and CAS Number, if available)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
of
Average
of
(required)
(if available)
Discharge
Analyses
Value
Analyses
if available
Check here if you qualify as a small business per the instructions to Form 2C and, therefore, do not need to 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
1.1
Antimony, total
El
El
0
Concentration
Mass
(7440-36-0)
1.2
Arsenic, total
El
El
z
Concentration
Mass
(7440-38-2)
1.3
Beryllium, total
El
El
0
Concentration
Mass
(7440-41-7)
1.4
Cadmium total
El
El
0
Concentration
Mass
(7440-43-9)
1.5
Chromium, total
El
El
0
Concentration
Mass
(744047-3)
1.6
Copper, total
❑
0
0
Concentration
Mass
(7440-50-8)
1.7
Lead total
Concentration
Mass
(7439-92-1)
1.8
Mercury, total
Concentration
Mass
(7439-97-6)
1.9
Nickel, total
El
El
El
Concentration
Mass
(7440-02.0)
1.10
Selenium, total
El
El
❑�
Concentration
Mass
(7782-49-2)
1.11
Silver, total
11
❑
z
Concentration
1 Mass
(7440-22-4)
EPA Forth 3510-2C (Revised 3-19) Page 11

Identification Number NPDES Penh Number Facility Name Outtall Number Form Approved 03105119
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
1 0
•8 ,1
Presence or Absence
check one
Effluent
Intake
(optional)
PollutantlParameter
Testing
Units
Maximum
Maximum
Long -Term
Long
(and CAS Number, if available
Required
q
Believed
Believed
(specify)
(p ty)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
of
Average
of
(required)
(if available)
DisDcharge
Analyses
Value
Analyses
if available
1.12
Thallium total
El
❑
❑
Concentration
Mass
(7440-28-0)
1.13
Zinc total
❑
❑
❑
Concentration
Mass
(7440-66-6)
1.14
Cyanide, total
❑
❑
0
Concentration
Mass
(57-12-5)
1.15
Phenols, total
El
El0
Concentration
Mass
Section 2.Organic Toxic Pollutants (GCIMS Fraction —Volatile Compounds)
2.1
Acrolein
El
El
❑
Concentration
Mass
(107-02-8)
2.2
Acrylonitrile
❑
❑
0
Concentration
Mass
(107-13-1)
2.3
Benzene
❑
0
❑
Concentration
mg/L
0.000472
Mass
(71-43-2)
24
Bromoform
❑
❑
0
Concentration
Mass
(75-25-2)
2.5
Carbon tetrachloride
❑
El0
Concentration
Mass
(56-23-5)
2.6
Chlorobenzene
El
❑
❑
Concentration
Mass
(108-90-7)
2.7
Chlorodibromomethane
El
❑
❑
Concentration
Mass
(124-48-1)
28
Chloroethane
❑
T
❑
0
Concentration
Mass
(75-00-3)
I
EPA Form 3510-2C (Revised 3-19) Page 12

dentiticetion Number NPDES Permit Number Facility Name Outfall Number Form Approved 03/05/19
New Facility 7th St Mixed -Use Development 1 001 OMB No. 2040-0004
Presence or Absence
Intake
check one
Effluent
(optional)
PollutantlParameter
Testing
'
Units
Maximum
Maximum
Long -Term
Lon
and CAS Number, if available
( )
Required
q
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
Discharge
of
Analyses
Average
of
Analyses
I
(required)B
available)
available
alue
2.9
2-chloroethylvinyl ether
El1-1
❑
Concentration
Mass
(110-75-8)
2.10
Chloroform (67-66-3)
El
❑�
❑
Concentration
mg/L
0.000734
Mass
211
Dichlorobromomethane
❑
❑
O
Concentration
Mass
(75-27.4)
212
11-dichloroethane
❑
❑
❑✓
Concentration
Mass
(75-34-3)
213
12-dichloroethane
El
❑
❑
Concentration
Mass
(107-06-2)
214
11-dichloroethylene
❑
❑
❑✓
Concentration
Mass
(75-354)
2.15
12-dichloropropane
El
❑
❑
Concentration
Mass
(78-87-5)
216
13-dichloropropylene
❑
❑
0
Concentration
Mass
(542-75-6)
217
Ethylbenzene
❑
❑✓
❑
Concentration
mg/L
0.0179
Mass
(100-41-4)
218
Methyl bromide
❑
❑
O
Concentration
Mass
(74-83-9)
219
Methyl chloride
El
❑
❑
Concentration
Mass
(74-87-3)
2 20'
Methylene chloride
❑
❑
❑
Concentration
Mass
(75-09-2)
2.21
1 1,2 2- tetrachloroethane
❑
❑
❑✓
Concentration
Mass
(79-34-5) _
EPA Form 3510-2C (Revised 3-19) Page 13

denOfcafion Number NPDES Permit Number Facility Name Duffel Number Form Approved 03/05/19
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
TABLE
B. TOXIC METALS, CYANIDE,
TOTAL PHENOLS,
AND ORGANIC TOXIC
•• 4r
Presence or Absence
Intake
check one
Effluent
(optional)
PollutantlParameter
Testing
Units
Maximum
Maximum
Lang -Term
Long -
(and
(and CAS Number, If available)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Dail
Discharge
of
Analyses
Average
of
Analyses
(required)
(if available)
if available
Value
2.22
Tetrachloroethylene
❑
❑
❑
Concentration
mg/L
0.00367
Mass
(127-18-4)
2.23
Toluene
El
El
El
Mass
Mass
(108-88-3)
224
12-trans-dichloroethylene
Concentration
Mass
(156-60-5)
225
11,1-trichloroethane
Concentration
Mass
(71-55-6)
226
11,2-trichloroethane
Concentration
Mass
(79-00-5)
2.27
Trichloroethylene
❑
❑
0Concentration
Mass
(79-01-6)
228
Vinyl chloride
Concentration
Mass
(75-01-4)
Section 3. Organic Toxic Pollutants (GCIMS Fraction —Acid Compounds)
31
2-chlorophenol
El
El
0Concentration
Mass
(95-57-8)
3.2
2 4-dichlorophenol
11
❑
❑�
Concentration
Mass
(120-83-2)
3.3
2 4-dimethylphenol
❑
Concentration
Mass
(105-67-9)
3.4
4 6-dinitro-o-cresol
Concentration
Mass
(534-52-1)
3.5
2 4-dinitrophenol
❑
❑
❑✓
Concentration
Mass
(51-28-5)
EPA Form 3510-2C (Revised 3-19) Page 14

denfifimlion Number NPOES Permit Number Facility Name Oulfel Number Form Approved 03105/19
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
111 gli
Presence or Absence
Intake
check one
Effluent
(optional)
PollutantlParameter
Testing
Units
Maximum
i
Maximum
Long-Term
Lon •
Long -
(and
(and CAS Number, if available)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Present
Absent
Discharge
Discharge
Daily
of
Average
of
(required)
(if available)
Discharge
Analyses
Value
Analyses
if available
3.6
2-nitrophenol
Concentration
Mass
(88-75-5)
3.7
4-nitrophenol
El
El
R1
Concentration
Mass
(100-02-7)
3.8
p-chloro-m-cresol
❑
❑❑
Concentration
Mass
(59-50.7)
3.9
Pentachlorophencl
El
El
FZ1
Concentration
Mass
(87-86-5)
3.10
Phenol
El
El
FZ1
Concentration
Mass
(108-95-2)
3.11
24,6-trichlorophenot
❑
11
❑✓
Concentration
Mass
(88-05-2)
Section 4.Organic Toxic Pollutants GCIMS Fraction —Base (Neutral Compounds
41
Acenaphthene
❑
❑
0
Concentration
Mass
(83-32-9)
42
Acenaphthylene
❑
❑
❑�
Concentration
Mass
(208-96-8)
4.3
Anthracene
11
❑
❑�
Concentration
Mass
(120-12-7)
4.4
Benzidine
11
❑
0
Concentration
Mass
(92-87-5)
4.5
Benzo (a) anthracene
❑
El
Concentration
Mass
(56.55-3)
4.6
Benzo (a) pyrene
❑
❑
❑✓
Concentration
Mass
(50-32-8)
EPA Form 3510-2C (Revised 3-19) Page 15

Identification Number NPDES Permit Number Facility Name Oudall Number Form Approved 03/05/19
New Facil I 7th St Mixed -Use Development 001 OMB No. 2040-0004
• •
Pollutant/Parameter
(and CAS Number, if available)
•
Testing
Required
• 1 ••
Presence or Absence
check one
2atomm1
Units
(specify)
Effluent
Intake
(optional)
Believed
Present
Believed
Absent
Maximum
Daily
Discharge
(required)
Maximum
Monthly
Discharge
(if available)
Long -Term
Average
Daily
Discharge
if available
Number
of
Analyses
Long-
Term
Average
Value
Number
of
Analyses
4.7
3 4-benzofluoranthene
(205-99-2)
El
El
R1
Concentration
Mass
4.8
Benzo (ghi) perylene
(191-24-2)
El
El
0
Concentration
Mass
4.9
Benzo (k) fluoranthene
(207-08-9)
❑
11
❑
Concentration
Mass
4.10
Bis (2-chloroethoxy) methane
(111-91-1)
Concentration
Mass
4.11
Bis (2-chloroethyl) ether
(111-44-4)
IZIMass
Concentration
412
Bis (2-chloroisopropyl) ether
(102-80-1)
El
El
IZI
Concentration
Mass
4.13
Bis (2-ethylhexyl) phthalate
(117-81-7)
11
El
IZI
Concentration
Mass
4.14
4-bromophenyl phenyl ether
(101-55-3)
❑
❑✓
Concentration
Mass
4.15
Butyl benzyl phthalate
(85-68-7)
❑
❑
❑�
Concentration
Mass
4.16
2-chloronaphthalene
(91-58-7)
❑
❑
❑�
Concentration
Mass
417
4-chlorophenyl phenyl ether
(7005.72-3)
❑
El
❑✓
Concentration
Mass
4.18
Chrysene
(218-01-9)
Concentration
Mass
4.19
Dibenzo (a,h) anthracene
(53-70-3)
El
El
0
concentration
Mass
EPA Form 3510-2C (Revised 3-19) Page 16

denfi0cafion Number NPDES Permit Number Facility Name Outtall Number Form Approved 03105119
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
Presence or Absence
Intake
check one
Effluent
(opilonal)
PollutantlParameter
Testing
Units
Maximum
Maximum
Long -Term
Long -
(and CAS Number, if available)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absentof
D(required) ischargeD(ifavalabe)
Disischarge charge
Analyses
AValueverage
Analyses
if available
4.20
1 2-dichlorobenzene
Concentration
Mass
(95-50-1)
4.21
1 3-dichlorobenzene
Concentration
Mass
(541-73-1)
4.22
1 4-dichlorobenzene
Concentration
Mass
(106-46-7)
4.23
3 3-dichlorobenzidine
El
El
IZI
Concentration
Mass
(91-94-1)
4.24
Diethyl phthalate
©
Concentration
Mass
(84-66-2)
4.25
Dimethyl phthalate
11
El
0
Concentration
Mass
(131-11-3)
4.26
Di-n-butyl phthalate
❑
❑
❑✓
Concentration
Mass
(84-74-2)
427
24-dinitrotoluene
Concentration
Mass
(121-14-2)
4.28
2 6-dinitrotoluene
Concentration
Mass
(606-20-2)
4.29
Di-n-octyl phthalate
❑
❑
❑�
Concentration
Mass
(117-84.0)
4.30
1,2-Diphenylhydrazine
❑
❑
❑✓
Concentration
Mass
(as azobenzene) (122-66-7)
4.31
Fluoranthene
❑
❑
0
Concentration
Mass
(206-44-0)
4.32
Fluorene
❑
Concentration
mg/L
0.00423
Mass
(86-73-7)
EPA Form 3510-2C (Revised 3-19) Page 17

denfification Number NPDES Penh Number Facility Name - Outfall Number Form Approved 03/05/19
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
IMass
Pollutant/Parameter
( and CAS Number, it available)
Testing
Required
q '
Presence or Absence
check one
Units
(specify)
Effluent
Intake
onal)
(optil)
Believed
Present
Believed
Absent
Maximum
Daily
Discharge
(required)
Maximum
Monthly
Discharge
(if available)
Long -Term
Average
Discharge aily
if available
Number
of
Analyses
Long.
Term
Average
alue
Number
of
Analyses
.33
4.33I
Hexachlorobenzene
(118.74-1)
Concentration
4.34
Hexachlorobutadiene
(87-68-3)
El
El
IZI
Concentration
Mass
4.35
Hexachlorocyclopentadiene
(77 47-4)
El
El
0
Concentration
Mass
4.36
Hexachloroelhane
(67-72-1)
El
El
IZI
Concentration
Mass
4.37
Indeno (1,2,3-cd) pyrene
(193-39-5)
Concentration
Mass
4.38
Isophorone
(78-59-1)
❑
El
❑✓
Concentration
Mass
4.39
Naphthalene
(91-20-3)
El
✓❑
Concentration
mg/L
0.0335
Mass
4.40
Nitrobenzene
(98-95-3)
El
11
❑✓
Concentration
Mass
4.41
N-nitrosodimethylamine
(62-75-9)
El
IZI
Concentration
Mass
4.42
N-nilrosodi-n-propylamine
(621.64-7)
11
El
O
Concentration
Mass
4.43
N-nitrosodiphenylamine
(86-30-6)
❑
❑
❑✓
Concentration
Mass
4.44
Phenanthrene
(85-01-8)
El
❑
O
Concentration
mg/L
0.00559
Mass
4.45
Pyrene
(129-00-0)
El�
El
ID
Concentration
Mass
EPA Form 3510-2C (Revised 3-19) Page 18

EPA Identification Number NPDES Permit Number Facility Name Duffel Number Form Approved 03105/19
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
Presence or Absence
Intake
check one
Effluent
(optonal)
Pollutant/Parameter
Testing
Units
Maximum
Maximum
Long -Term
Lon
(and CAS Number, if available)
IEl
Required
9
Believed
Believed
(P �)
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Average
(regWred)
(if available)
DisDcharge
Analyses
Analyses
if available
4.46 1 2 4-trichlorobenzene
El
Concentration
Mass
(120-82-1)
Section 5.Organic Toxic Pollutants (GCIMS Fraction —Pesticides
5.1
Aldrin
El
El
0
Concentration
Mass
(309-00-2)
5.2
a-BHC
Concentration
Mass
(319-84-6)
5.3
P-BHC
El
El
121
Concentration
Mass
(319-85-7)
5.4
y-BHC
Concentration
Mass
(58-89-9)
5.5
b-BHC
El
IZI
Concentration
Mass
(319-86.8)
5.6
Chlordane
11
El
IZI
Concentration
Mass
(57-74-9)
5.7
4 4'-DDT
El
El
IZI
Concentration
Mass
(50-29-3)
5.8
4 4'-DDE
Concentration
Mass
(72-55-9)
5.9
4 4'-DDD
Concentration
Mass
(72-54-8)
5.10
Dieldrin
Concentration
Mass
(60-57-1)
5.11
a-endosulfan
El
El
0
Concentration
Mass
(115-29-7)
EPA Form 3510-2C (Revised 3-19) Page 19

dentfication Number NPDES Permit Number Facility Name Ouffall Number Form Approved 03105119
New Facil I I 7th St Mixed -Use Development 1 001 OMB No. 2040-0004
Pollutant/Parameter
(and
(and CAS Number,i( available)
Testing
Required
Presence or Absence
check one
Units
(specify)
Effluent
Intake
(optional)
Believed
Believed
Absentof
Maximum
Daily
Discharge
(requred)
Maximum
Monthly
Discharge
(ifavailabe)
Long -Term
Average
DisDaily
charge
it available
Number
Analyses
Lon
Term
Average
Number
Analyses
5.12
R-endosulfan
(115-29-7)
El❑
❑
Concentration
Mass
5.13
Endosulfan sulfate
(1031-07-8)
❑
El
❑
Concentration
Mass
5.14
Endrin
(72-20-8)
El
❑
❑
Concentration
Mass
5.15
Endrin aldehyde
(7421-93-4)
❑
❑
❑
Concentration
Mass
5.16
Heptachlor
(76-44-8)
El
❑
❑
Concentration
Mass
5.17
Heptachlor epoxide
(1024-57-3)
❑
❑
0
Concentration
Mass
5.18
PCB-1242
(53469-21-9)
❑
❑
0
Concentration
Mass
5.19
PCB-1254
(11097-69-1)
❑
❑
0
Concentration
Mass
5.20
PCB-1221
(11104-28-2)
❑
❑
0
Concentration
Mass
5.21
PCB-1232
(11141-16-5)
❑
El
0
Concentration
Mass
5.22
PCB-1248
(12672-29-6)
❑
❑
0
Concentration
Mass
5.23
PCB-1260
(11096-82-5)
❑
❑
0
Concentration
Mass
5.24
PCB-1016
(12674-11-2)
❑
❑
0
Concentration
Mass
EPA Form 3510-2C (Revised 3-19) Page 20

Identification Number NPDES Permit Number Facility Name Ouffall Number Form Approved 03/05/19
New I 7th St Mixed -Use Development 001 OMB No. 2040-0004
Presence or Absence
Intake
check one
Effluent
(optional)
PollutantlParameter
Testing
Units
Maximum
Maximum
Long -Term
Long -
(and CAS Number, if available)
Required
Believed
Believed
(specify)
Daily
Monthly
Average
Number
Term
Number
Present
Absent
Discharge
Discharge
Daily
Discharge
of
Analyses
Average
of
Analyses
(required)
)
it available
alue
Toxaphene
5.25
0
Concentration
Mass
(8001-35-2)
i 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 Form 2C NPDES

EPA Idenfificafion Number NPDES Permit Number Facility Name Outlall Number Form Approved 03/05/19
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
Presence or Absence Intake
check one Effluent
(Optional)
Units
Pollutant Maximum Long-TermJMLong-Term
Believed (specify) Maximum Daily g Term
Monthly Average Daily Number of Number of
Present Absent Discharge Average
Discharge Discharge Analyses Analyses
(requied) Value
If available if available
❑ 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.
❑ Check here if you believe all pollutants on Table C to be absent in your discharge from the noted outfall. You need not complete the "Presence or Absence" column of Table C for
each pollutant.
1
Bromide
El
❑
Concentration
(24959-67-9)
Mass
2
Chlorine, total
El
❑
Concentration
Mass
residual
3.
Color
ElMass
ED
Concentration
4.
Fecal coliform
El
0
Concentration
Mass
5
Fluoride
❑
❑
Concentration
Mass
(1698448-8)
6
Nitrate -nitrite
ElConcentrationMass
7
Nitrogen, total
El
❑
Concentration
Mass
organic (as N)
8.
Oil and grease
❑
0
Concentration
Mass
g'
Phosphorus (as
❑
Concentration
Mass
P), total (7723-14-0)
10.
Sulfate (as SO4)
❑
❑
Concentration
Mass
(14808-79-8)
11.
Sulfide (as S)
❑
0
Concentration
Mass
EPA Farm 3510-2C (Revised 3-19) Page 23

EPA Identification Number NPDES Permit Number Facility Name Ouffall Number Form Approved 03/05/19
New Facility 7th St Mixed -Use Development 001 OMB No. 2040-0004
Presence or Absence Intake
check one Effluent (Optional)
Pollutant Units Maximum Long -Term
Believed Believed (spedly) Maximum Dail Long -Term
y Monthly Average Daily Number of Number of
Average
Present Absent Discharge
Discharge Discharge Analyses Analyses
(required) if available if available)Value
12. Sulfite (as So
Concentration
Mass
13. Surfactants
❑
0
Concentration
Mass
14 Aluminum, total
❑
❑
Concentration
Mass
(7429-90-5)
15
Barium, total
❑
❑
Concentration
mg/I.
0.119
Mass
(7440-393)
16
Boron total
❑
❑
Concentration
Mass
(7440A2-8)
17
Cobalt total
❑
❑
Concentration
Mass
(7440484)
18.
Iron total
El
O
Concentration
Mass
(7439.89-6)
19
Magnesium, total
El❑
Concentration
Mass
(7439-954)
Molybdenum,
Concentration
20.
total
❑
❑�
439-98-7
Mass
21
Manganese, total
El❑
Concentration
Mass
(7439-965)
22
Tin total
El❑
Concentration
Mass
(7440-31-5)
23
Titanium, total
❑
❑✓
Concentration
Mass
(744032-6)
EPA Form 3510-2C (Revised 3-19) Page 24

EPA Identification Number
NPDES Permit Number
Facility Name
Oudall Number
Form Approved 03/05/19
New Facility
7th St Mixed -Use Development
001
OMB No. 2040-0004
Presence or Absence
Intake
check one
Effluent
(Optional)
Pollutant
Believed
Believed
Units
(spedty)
Maximum Daily
Maximum
Long -Term
Long -Term
Present
Absent
Discharge
Monthly
Average Daily Number of
Average Number of
(required)
Discharge
Discharge Analyses
Analyses
Value
if available
if available
24. Radioactivity
Alpha, total
❑
El
Concentration
Mass
Beta, total
❑
Concentration
Mass
Radium, total
❑
❑�
Concentration
Mass
Radium 226, total
El
✓❑
Concentration
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

EPA Form 2E NPDES

EPA Identification Number
NPDES Permit Number
Facility Name
Form Approved 03/05/19
New Facility
7th St Mixed -Use Development
OMB No. 2040.0004
U.S. Environmental Protection Agency
FORM
EPA
Application for NPDES Permit to Discharge Wastewater
NPDES
MANUFACTURING, COMMERCIAL, MINING, AND SILVICULTURAL FACILITIES WHICH
DISCHARGE ONLY NONPROCESS WASTEWATER
SECTIONOUTFALL
LOCOONr
1.1 Provide information
on each of the facilit 's outfalls in the table below.
o
Outfall
Receiving Water Name
Latitude
Longitude
—
Number
001
Little Sugar Creek
35' 12' 54.8' N
so* 40' 13.5" W
0
O
SECTIONDISCHARGE
1• I
2.1
Are you a new or existing discharger? (Check only one response.)
❑ New discharger ❑ Existing discharger 4 SKIP to Section 3.
y
2.2
Specify your anticipated discharge date:
p
03/03/2025
SECTIONr
3.1
What types of wastes are currently being discharged if you are an existing discharger or will be discharged if you are a
new discharger? (Check all that apply.)
❑ Sanitary wastes 0 Other nonprocess wastewater (describelexplain
❑ Restaurant or cafeteria waste directly below)
o.
❑ Non -contact cooling water Treated Groundwater
3.2
Does the facility use cooling water additives?
d
❑ Yes 0 No 4 SKIP to Section 4.
3.3
List the cooling water additives used and describe their com
osilicn.
Cooling Water Additives
Composition of Additives
ist
it available toyou)
SECTION1
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 0 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 reguested in the table below.t See instructions forspecifics.)
Number of
Maximum Daily
Average Daily
Source
N
Parameter or Pollutant
Analyses
Discharge
Discharge
(use codes
(if actual data
s eci units
(specify units
per
Mass
Conc.
Mass
Conc.
16
reported)
instructions)
m
Biochemical oxygen demand (BODs)
0
c
Total suspended solids (TSS)
Oil and grease
w
Ammonia (as N)
Discharge flow
pH (report as range)
Temperature (winter)
Temperature (summer)
r 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 03105119
New Facility
7th St Mixed -Use Development
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 forspecifics.)
Number of
Maximum Daily
Average Daily
Source
Parameter or Pollutant
Analyses
Discharge
Discharge
(use codes
(if actual data
sec' units
s eci units
per
Mass
Conc.
Mass
Conc.
reported)
Instructions.)
Fecal coliform
d
E. soli
Enterococci
4.5
Is chlorine used (or will it be used)?
to
❑ Yes ❑ No 4 SKIP to Item 4.7.
4.6
Provide data as requested in the table below.[ See instructions forspecifics.)
Number of
Maximum Daily
Average Daily
Source
o
Parameter or Pollutant
Analyses
Discharge
Discharge
(use codes
t
(if actual data
s eci units)
(s eci units
per
reported)
Mass
Conc.
Mass
Conc.
instructions)
c
Total Residual Chlorine
w
4.7
Is non -contact cooling water discharged (or will it be discharged)?
❑ Yes ❑ No 4 SKIP to Section 5.
4.8
Provide data as requested in the table below.[ See instructions forspecifics.)
Number of
Maximum Daily
Average Daily
Source
Parameter or Pollutant
Analyses
Discharge
Discharge
(use codes
(if actual data
(specify units
(specify units
per
Mass Conc.
Mass Conc.
reported)
instructions)
Chemical oxygen demand (COD)
Total organic carbon (TOC)
SECTION•
r
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.
2
SECTIONI
E
6.1
Briefly describe any treatment system(s) used (or to be used).
°=
m
Groundwater generated b sumps and/or extraction wells will be treated using physical filtration/adsorption rocesses.
g Y P / gPY�P
rn
The groundwater will be pumped into a holding tank, then through a bag filter and granular activated carbon filtration
aunits
prior to direct discharge to the storm system. Refer to the NPDES permit application package for additional
E
information/details.
m
d
r 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

EPA
Identification
Number NPDES Permit Number Fadliq Name Form Approved 03105119
New Facility
7th St Mixed -Use Development OMB No. 2040-0004
SECTIONOTHER
INFORMATIONr
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.
c
Treated effluent from the groundwater treatment system will be discharged to a storm sewer drop inlet on the facility
property. The storm sewer flows (via pipes, channels, etc.) to Irwin Creek at a point approximately 4,300 ft west of the
E
`o
facility property. Refer to Figure 4 in the NPDES permit application package for effluent discharge, sewer system
component, and Irwin Creek locations. Documentation of Charlotte -Mecklenburg Storm Water Services approval to
rdischarge
into the storm water sewer is included in the NPDES permit application package.
SECTION•
CERTIFICATION STATEMENT (40 and .
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
El Section 1: Outfall Location
❑� w/ attachments (e.g., responses for additional outfalls)
❑� Section 2: Discharge Date
❑ w/ attachments
❑� Section 3: Waste Types
❑ w/ attachments
m
❑ Section 4: Effluent Characteristics
❑ w/ attachments
E
1a
❑ Section 5: Flow
❑ wl attachments
in
`o
.q
© Section 6: Treatment System
0 w/ attachments
© Section 7: Other Information
❑r w/ attachments
Y
m
�'
v
c
❑� Section 8: Checklist and Certification Statement
❑ w/ attachments
A
8.2
Certification Statement
_w
Y
I 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
Matt Ingalls
Senior Project Manager
Signature
Date signed
EPA Form 3510-2E (revised 3-19)
RECEIVED
SEP 12 ZOL�
NCDEQ/DWR/NPDES Page

Table 1
Summary of Well Construction and Groundwater Elevation Data
7th Street Mixed -Use Development
1801-1825 E. 7th Street
Charlotte, North Carolina
H&H Job No. CDV.001
TOG Elevation
Total Depth
Total Depth
Screen Length
Screen Interval
Depth -to-
Depth -to-
Groundwater
Groundwater
Well ID
Groundwater
Groundwater
Elevation
Elevation
(ft)
(ft TOG)
(ft bgs)
(ft)
(ft bgs)
(ft TOG)
(ft bgs)
(ft below TOG)
(ft bgs)
TMW-1
100.00
25
23
15
8-23
11.10
8.80
88.90
86.60
TMW-2
102.61
20
20
15
5-20
8.55
8.49
94.06
94.00
TMW-3
103.15
19
20
15
4-19
7.80
7.99
95.35
95.54
TMW-4
105.07
19
20
15
4-19
7.43
7.83
97.64
97.68
Notes:
Depth-to-groundwaler measurements were collected by H&H on May 29, 2024.
Elevations are approximate and are referenced to an arbitrary datum of 100 It at TMW-1.
Depth -to -groundwater measurements collected a minimum of 24 hours following temporary monitoring well Installation and prior to sample collection.
TMW = temporary monitoring well; ft = feet; TOG = lop of casing; bgs = below ground surface
Table 1 (Page 1 of 1)
„„,,, Hart & Hickman, P

Table 2
Summary of Groundwater Analytical Data
7th Street Mixed -Use Development
1801-1825 E. 7th Street
Charlotte, North Carolina
H&H Job No. CDV-001
North -central and
Southeaslem antl
Evaluation Area
Weslaco portion of
downepotion
Southern portion of
upgre enl potion of
Screening Cdteda
the Site
of the Si
of Ne Site
the Site
the Site
t
Sample ID
TMW-1
TMW-2
T1vIW-3
Th'I
2L Standard t't
Surface Water
Criteria
Dale Sampled
512812024
5/29/2024
5/2B/2024
5/29/2024
Units
pg/L
VOCs (8260O1
Acetone
<1.80
5.50
2.91J
2.13J
6.000
2,000")
Benzene
<0.180
0.472J
<0.1 so
<0.180
1
51121
n-Butylbenzene
<0.185
1.54
<0.185
<0.185
70
3.9131
sec-Butylbenzene
<0.200
1.54
-0.200
<0.200
70
NE
ten-Butylbenzene
<0.920
1.10 J
<0.920
<0.920
70
NE
Chloroform
<0.220
<0.220
OA79 J
0.734
70
NE
Ethylbenzene
<0.170
17.9
-0.170
-0.170
600
97j31
2-Hexanone
-0.380
1.90 J
<0.380
<0.380
40
NS
Isopropylbenzene
<0.180
3.58J
<0.1 so
<0.180
70
250j3I
4-Isopropyl toluene
<0.089
0.678
<0.089
<0.069
25
320j3I
Methyl Ethyl Ketone
<0.710
1.20 J
<0.710
<a,710
4,000
26,000131
Naphthalene
<0.470
113 E
4.27
0.984 J
6
1213) -
n-Propylbenzene
<0.19D
5.57
-0.190
-0.190
70
806)
Tetmchloroelhene
-0.220
<0.220
<0.220
3.67
0.7
3.3131
1,3,5-Tdmelhylbenzene
<0.180
32.0
-0,180
< A80
400
630131
o-Xylene
<0.210
43.2
<0.210
<0.210
500
600131.
m,p-Xylene
< A20
40.7
<0.420
<0.420
500
420j31
Xylenes (total)
<0.210
83.9
<0.210
<0.210
500
670j3)
SVOCs 18270EI
-
Fluorene
-0.807
4.23
<0.807
<0.807
300
30p1
1-Methylnaphthalene
<1.14
85.2
<1.14
<1.14
1
450j3'
2-Methylnaphthalene
-0.666
_
135
<0.665
<0.666
30
85j31
Naphthalene
<0.72B
33.5
<0.728
<0.728
6
12j31
Phenanlhrene
<0.428
5.59
<0.428
<0.428
200
0.7(3)
RCRA Metals (6020B17470A)
<0.490
<0.490
<0.490
<0.490
10
101I'1
Arsenic
Barium
53.2
119
44.8
50.2
700
21,000131
Cadmium
<0.150
-0.150
<0.150
<0.150
2
0.301 )
Cf 3 = 51.414n,dlCrs=11
Chromium (total)
<7.00
<1.O0
c1.00
<1.00
10
jQ 0j
Lead
<0.500
-0.500
<0.500
<0.500
15
1.541MAJ
Mercury
<0.00007
<0.00007
<D.00007
<0.00007
1
0.012o)
Selenium
<2.30
<2.30
<2.30
<2.30
20
5(31
Silver
<0.130
<0.130
<0.130
<0.130
20
0.06°'d'
Notes:
1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Quality Standards (21. Standards) from table dated April 202:
2) 15A NCAC 02B 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 metals
-There is no established 2B Standard for total chmmium. Trivalent chromium (Cr*) and hexavalent chromium (Ce) are presented in table
h) hardness -dependent dissolved metal 2B Standard derived using the DIED Hardness -Dependent Metal Calculator and a hardness of 64 mg/L
(median value for the Catawba River Subbasin 34 presented in the NCDENR-DWQ Basinwide Assessment Report - Catawba River Basin- June 2003)
d) = dissolved metal standard
3) North Carolina In -Stream Target Values for Surface Waters for Class C Waters from table dated July 2021
Bold concentration exceeds the 2L Standard
Underlined concentration exceeds the applicable surface water criteria
Compound concentrations are reported to the laboratory method detection limits
Concentrations are reported in micrograms per liter (pg/L).
Laboratory analytical methods are shown in parentheses
With the exception of metals, only constituents detected in at least one sample are shown in table
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; RCRA = Resource Conservation and Recovery Ad
NE = not estabilished
J = Estimated concentrations that is above the laboratory method detection limit but below the laboratory reporting limit
E = Compound concentration was detected above the laboratory calibration range
Table 2 (Page 1 of 1)
Hart & Hickman, PC

APPROXIMATE TITLE SITE LOCATION TOPOGRAPHIC MAP
N o z000 a000
PROJECT
SCALE IN FEET 7"' STREET MIXED -USE DEVELOPMENT
U S G.S. QUADRANGLE MAP
CHARLOTTE EAST. NORTH CAROLINA 1991
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)

w

L f M u ro
• STREAM NAME: @ VB
401 ASTREAMINDEX
:,Ot aJ STRUCTURE ID: }
CJ 35°13'09.0" N, 80 I
PP
1 f
,,,5
•
81va
�I �-t j� � � t_, • 4
I ' � 628
f t237
a 2
�,e y
.12
13
27 5
/ . ..
1329 �, \\ a
k • J _ • • 1>
PROPOSED NPDES OUTFALL 001 1
' { , • Ito tl GROUNDWATER TREATMENT SYSTEM
V
EFFLUENT DISCHARGE LOCATION
NEW STRUCTURE: MANHOLE `
1 ��. ' 1-35'12'54.2" N, 80'49'14_1" W
. SITE -"
Q
939
PROPOSED NPDES OUTFALL LOCATION AND
LEGEND STORM WATER FLOW PATH
SITE PROPERTY
7th STREET MIXED -USE DEVELOPMENT
O STORM STRUCTURE (ACTIVE) 1801-1825 E. 7th STREET
O STORM STRUCTURE (PROPOSED AS CHARLOTTE, NORTH CAROLINA
STORM PIPE (ACTIVE)
STORM CHANNEL �y 14 2923 South Tryon Street -Suite 100
------ ..-._._.-._ STREAM hall hickman h.A tu,, Nonh Camhm
6-08203
— — — — — — STORM PIPE APPROXIMATE - PROPC �) (0
( SMARTER FHVIRONMEMAL SOIIRKINS L<enu # C-1269 / #C-245 Geology
— — �— STORM SEWER/CHANNEL FLOW PATI DATE: 08-13-24 REVISION NO. 0
TO NPDES OUTFALL J.
JOB NO. CDV-001 FIGURE NO. 3

Attachment A
Designation of H&H as Authorized Representative for Permit Applicant

CENTRUM
REALTY & DEVELOPMENT
Via Email
August 19, 2024
Hart & Hickman, PC
2923 S. Tryon Street, Suite 100
Charlotte, North Carolina 28203
Attn: Mr. Matt Ingalls
Re: Representative Authorization for NPDES Permit Application
7' Street Mixed -Use Development
1801-1825 E. 7'h Street
Charlotte, North Carolina 28204
Dear Matt:
CRD Elizabeth LLC (permit applicant) authorizes Hart and Hickman, PC to act as its representative to
submit an NPDES Permit application to the NC Department of Environmental Quality for approval to
direct discharge treated groundwater generated as part of redevelopment activities planned for the
71 Street Mixed -Use Development located at 1801-1825 E. Th Street in Charlotte, Mecklenburg County.
If you have questions regarding this authorization or require additional information, please contact me at
708-288-8718 or via email at loowerst7a centrumrd.com.
Sincerely,
Larry Powers
Managing Partner

Attachment B
CMSWS Approval for Discharge to Storm Water System

/, STORM
WATER
Services
StormWater.CharMeck.org
4100 West Tyvola Road
Charlotte, NC 28208
August 30, 2024
North Carolina Department of Environmental Quality
Division of Water Resources - Water Quality Permitting Section (NPDES)
Attention: Joe Corporon
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Draft NPDES permit application for
7th Street Mixed -Use Development
1801-1825 E. 7th Street
Charlotte, North Carolina
Request to Discharge to City of Charlotte MS4
Dear Joe Corporon:
The City of Charlotte (City) Storm Water Services (CSWS) has reviewed the draft NPDES permit
application for the subject applicant. Based on the review, CSWS has no objections to the draft NPDES
permit application or the facility's proposed discharge to the City's municipal separate storm sewer
system (MS4) at this time.
The permittee should be made aware that the following conditions and considerations apply to CSWS'
approval of the proposed permit application and discharge to the MS4:
• The City maintains and enforces a Stormwater Pollution Control Ordinance (SWPCO) to protect
the MS4 from illicit discharge(s), illicit connection(s), and water quality pollutants; and
• Discharges approved under the NPDES permit program are considered allowable under the
SWPCO provided that the discharges are in compliance with the permittee's approved NPDES
discharge permit; and
• As provided under the SWPCO, CSWS reserves the right to access, inspect, and monitor the NPDES
permitted treatment facility, and to review documentation regarding the operation and
maintenance of the treatment facility; and
• As provided under the SWPCO, CSWS reserves the right to access, inspect, and monitor the NPDES
permitted discharge to the MS4; and
• In the event of an untreated discharge, system bypass, or exceedance of permit effluent discharge
limitations, the permittee, or its consultant, shall immediately notify CSWS and NCDEQ and
immediately implement corrective actions to restore proper operation of the treatment facility;
and
• CSWS reserves the right to rescind its approval of this discharge to the MS4 for due cause
including gross improper operation of the treatment facility, an established trend of discharge
limit exceedances, and/or failure to provide notification of untreated discharge, system bypass, or
exceedance of permit effluent discharge limitations; and
• Neither the City nor CSWS guarantee that adequate MS4 capacity is, or will be, available to
permitted dischargers to keep any property or street free of water or harm as a result of the
permittee's discharge, or any other discharge. It is recommended that if the permittee's discharge
ftTA CITY,,! CHARLOTTE

North Carolina Department of Environmental Quality
Attention: Joe Corporon
page two
August 30, 2024
flows are anticipated to be high, the permittee should avoid discharging treated flows during
times of wet weather, and
• Neither the City nor CSWS takes any responsibility for backflows which may occur from the MS4
to the permittee's treatment facility and/or property.
For more information regarding the SWPCO, please see:
htWs: //www.charlottenc.epv/Services/Stormwater/Stormwater-Reeulati ons#SPCO
Should you have any questions concerning this matter or need additional information, please contact me
at [e-mail]. .
Sincerely,
Andrew DeCristofaro
City of Charlotte - Storm Water Services
cc: Craig Miller
Scott Drury, PE - Hart & Hickman, PC
2024
cQA CITY CHARLOTTE

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

POWER
DISTRIBUTION ---
PANEL
LEGEND
®
TOTALIZING FLOW METER (LIQUID)
®
PRESSURE SWITCH HIGHMIGH
RO
PRESSURE INDICATOR
®
LEVEL SWITCH HIGH/HIGH
®
LEVEL SWITCH HIGH
®
LEVEL SWITCH LOW
GATE/BALL VALVE
®
CHECKVALVE
SAMPLE PORT
---- ELECTRIC/CONTROL LINE
CONTROL PANEL
PANEL SWITCHES PANEL LIGHTS I INDICATORS
HOA HOLDING TANK O TRANSFER PUMP OPERATING
TRANSFER PUMP
F{GA EXTRACTION WELL PUMP O DEWATERING PUMP(S) OPERATING
ALARM LIGHTS
OHOLDING
TANK LSHH
OTRANSFER
PUMP PSHH
PROPOSED GROUNDWATER TREATMENT
SYSTEM SCHEMATIC
7th STREET MIXED -USE DEVELOPMENT
1801-1825 E.
7th STREET
CHARLOTTE, NORTH CAROLINA
•
' hart• hickman
292.3 South Tryon Street -Suite 100
Chnlwt, North Carolina 28203
704-586-IXRI7(p) 704-5860373(f)
SMARTER ENVIRONMENTAL WLUT"S
Iicense # C4269 / 4C-245 Geology
DATE: 09-09-24
1 REVISION NO. 0
JOB NO. CDV-001 I ATTACHMENT NO. C

SRID Series Industrial Duty Vessels
The Strainrite Companies SRID is a technologically advanced Industrial Duty filter bag housing. The SRID
series incorporates our unique radial seal design that provides a hermetic seal between the basket and
vessel. Utilizing a radial seal with our retainer baskets eliminates "basket rocking" which causes bypass as
the basket becomes out of round. "Basket rocking' is common in low cost bag vessels that do not
incorporate an o-ring seal and can cause unfiltered liquid bypass. The Strainrite Companies' SKID, with a
radial seal, has a machined surface that produces a positive seal to eliminate bypass.
The Strainrite Companies is known for developing some of the industry's most advanced designed filter
bags and hybrid cartridge elements on the market. These high efficiency filter bags and elements require a
vessel that has a hermetically sealed top to fully capture all of the filters capabilities. The SRID is perfectly
positioned to handle: standard bags, absolute rated filters and high efficiency large diameter pleated hybrid
filters (Madd Maroc).
The SRID vessel line is raising the bar in the OEM market by delivering superior value in a cost effective design.
Features and Benefits
. Hermetic radial o-ring sealed retainer basket:
eliminates potential for bypass and "basket rocking"
. Adjustable tri-pod stand:
offers flexibility when plumbing into an existing line
. Recessed basket design:
Reduces operator exposure to unfiltered liquid
Less mess when making bag changes and no spillage of
unfiltered liquids
. Side -inlet and Bottom -outlet:
Side -inlet allows for easy plumbing and cleaning of vessel
Bottom -outlet maximizes down stream fluid recovery and
reduces differential pressure across the vessel
. 1" Bottom Drain:
Allows for full evacuation of fluids.
The
STRAINRITE
Companies
Norld Class Filtration

FOOT PRINT
O1311a
109116
I
21
i
41
2"FLANGE
OUTLET
2'FLG
ORDERING INFORMATION
Series Size Connections Connection Type
ex.SRID 2 2
2-*2 Size 2-2" Blank -NPT
3-3" F- Flange
T
2"FN PT
NLET
2"FNPT
OUTLET
2'FNPT
Standard Design
2"NPT & RFF inlet and outlet connections
%" NPT vent port in lid
1"NPT bottom drain port
150 PSI design pressure
Side -inlet bottom -outlet
O'ring sealed cover
Basket is Radial o-ring sealed
Perforated retainer basket
Adjustable height tri-pod stand
Optional Features
Wire mesh basket
Mesh lined baskets for straining application from 20 mesh
to 200 mesh
Side Outlet configuration
3' NPT or RFF connections
Eye nut closure system
Filter bag compression device
Material
O'ring
Options
of Construction
Materials
B
B
A -Carbon Steel
B -Buna
WMB-Wire Mesh Basket
B- 304 SS
E - EPDM
SO- Side Outlet
S-Silicone
EN -Eye Nut
V-Viton
EP- Electro Polish
TV-FEPEMapsulated
MLB(20)- Mesh Lined Basket
Flumarbon
CLH- Cover Lid Handle
DPG- Differential Pressure
guage ports (2)

Enviro-Equipment Inc.
10120Industrial Drive
Pineville NC 28134
HPP-1000 SPECIFICATIONS
Overall Height
7,5„
Vessel/Internal
Polyetheylene /
Piping Materials
SCH40 PVC
Diameter
36"
Internal Coating
Polya de Epoxy
Resin
Resi
Inlet / Outlet
2"
External Coating
Polyetheylene
(FNPT)
Drain / Vent (FNPT)
OPT
,M xi um Pressure /
125 PSIG / 1200 F
GAC Fill (Ibs)
1,000
Cross Sectional Bed
6.7 FT'
Area
Shipping /
Operational Weight
1,225/3,020
Bed Depth/Volume
5 FT / 33 FT'
(Ibs)
6
PRESSURE DROP GRAPH
(As Filled 8.30 GA G)
Flow Rate (GPM)

Enviro-Equipment Inc.
10120Industrial Drive
Pineville NC 28134
PRODUCT BULLETIN
800 Mesh Liquid Phase Reactivated Carbon
Reactivated Granular Activated Carbon (GAC) (8 x 30) is a hard, reactivated, carbon manufactured
from pooled spent carbon which is recommended for a variety of waste water and process water
treatment. It efficiently removes chlorine, taste and odor compounds, and volatile organics, even
with brief contact times.
DOWNFLOW PRESSURE DROP
-_---MDe
Pa
w
Loose
10
SUPERFICIAL VELOCITY, GPM FT'
TYPICAL PHYSICAL PROPERTIES / SPECIFICATIONS
Iodine Number, Min 800
Bulk Density, Min (lbs per cubic foot) 29-31
Particle Size — mesh size 800
Moisture, max as packed- % w/w 2%
STANDARD PACKAGING: 551b or 27.51b POLYLINED POLYPROPYLENE BAGS. 2001b FIBER
DRUMS. 10001b SUPERSACKS.
This information is offered solely for your consideration and verification. It has been gathered from reference materials and/or test procedures and
isbelievedtobetrueandaccurate. Noneof 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.

Attachment D
USGS-Provided Low Flow Data for Little Sugar Creek

This information was requested from USGS on July 25, 2024. Per a September 5, 2024 email from USGS, they
expect to provide the data by the end of September 2024. We will provide the USGS information upon receipt fo
inclusion in this application package.

Attachment E
Laboratory Analytical Reports (May 2024 Groundwater Samples)

Waypoint_
ANALYTICAL
6/5/2024
Hart & Hickman (Charlotte)
Robert Sorgel
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 24-150-0014
Client Project Description: CDV.001
Dear Robert Sorgel:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/29/2024 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a ---,I
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

WaypAoint.
NALYTICAL 0.
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
North Carolina
State Program
North Carolina
State Program
South Carolina
State Program
South Carolina
State Program
Lab ID
Expiration Date
37735
07/31 /2024
402
12/31 /2024
99012
07/31 /2024
99012
12/31 /2024
Page 1 of 1 00016/24-150-0014

Wayp
Aoint 0
NALYTICAL
Report Number: 24-150-0014
Client Project Description: CDV.001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana"cal.com
Sample Summary Table
Lab No Client Sample ID Matrix Date Collected Date Received
94447
TMW-1
Aqueous
05/29/2024
10:40
05/29/2024
15:16
94448
TMW-2
Aqueous
05/29/2024
13:55
05/29/2024
15:16
94449
TMW-3
Aqueous
05/29/2024
12:50
05/29/2024
15:16

(2)
Waypointy 449 Springbrook Rd, Charlotte, 28264
Main 704.5.529.6364
ANALYTICAL w w.waypointanalyticaIsom
Summary of Detected Analytes
Project: CDV.001
Report Number: 24-150-0014
Client Sample ID
Method
Lab Sample ID
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
TMW-1
V 94447
6020E
Barium
53.2
pg/L
3.40
05/31/202420:04
TMW-2
V 94448
6020B
Barium
119
pg/L
3.40
05/31/202420:10
8260D
Acetone
5.50
pg/L
1.80
06/03/2024 22:34
8260D
Benzene
0.472
pg/L
0.180
06/03/2024 22:34
1
8260D
n-Butylbenzene
1.54
pg/L
0.185
06/03/2024 22:34
8260D
sec -Butyl benzene
1.54
pg/L
0.200
06/03/2024 22:34
8260D
tert-Butyl benzene
1.10
pg/L
0.920
06/03/2024 22:34
1
8260D
Ethylbenzene
17.9
pg/L
0.170
06/03/2024 22:34
8260D
2-Hexanone
1.90
pg/L
0.380
06/03/2024 22:34
J
8260D -
Isopropylbenzene
3.58
pg/L
0.180
06/03/2024 22:34
1
8260D
4-Isopropyl toluene
0.678
pg/L
0.089
06/03/2024 22:34
8260D
Methyl Ethyl Ketone (MEK)
1.20
pg/L
0.710
06/03/2024 22:34
1
8260D
Naphthalene
113
pg/L
OA70
06/03/2024 22:34
E
8260D
n-Propylbenzene
5.57
pg/L
0.190
06/03/2024 22:34
8260D
1,3,5-Trimethylbenzene
32.0
pg/L
0.180
06/03/2024 22:34
8260D
o-Xylene
43.2
pg/L
0.210
06/03/2024 22:34
8260D
m,p-Xylene
40.7
pg/L
OA20
06/03/2024 22:34
8260D
Xylene(Total)
83.9
pg/L
0.210
06/03/2024 22:34
8270E
Fluorene
4.23
pg/L
0.807
06/03/202422:27
8270E
1-Methylnaphthalene
85.2
pg/L
1.14
06/03202422:27
8270E
2-Methylnaphthalene
135
pg/L
0.666
06/03/2024 22:27
8270E
Naphthalene
33.5
pg/L
0.728
06/03/202422:27
8270E
Phenanthrene
5.59
pg/L
OA28
06/03/2024 22:27
TMW-3
V 94449
6020E
Barium
44.8
pg/L
3.40
05/31/2024 20:17
8260D
Acetone
2.91
pg/L
1.80
06/03/2024 22:58
J
8260D
Chloroform
OA79
pg/L
0.220
06/03202422:58
1
8260D
Naphthalene
4.27
pg/L
OA70
06/03/202422:58

1 0
Waypoint_
ANALYTICAL
Client: Hart & Hickman (Charlotte)
Project: CDV.001
Lab Report Number: 24-150-0014
Date: 6/5/2024
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
CASE NARRATIVE
Volatile Organic Compounds - GC/MS Method 8260D
Sample 94448 (TMW-2)
QC Batch No: V48060N48059
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Analyte: 2-Butanone
QC Batch No: V48060IV48059
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: Acetone
QC Batch No: V4806ON48059
This target analyte was flagged for recoveries outside QC limits in the associated LCS. Results should be
considered estimated due to the potential for a high bias.
Analyte: Chloroethane
QC Batch No: V4806ON48059
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: Ethanol
QC Batch No: V4806ON48059
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Semivolatile Organic Compounds - GUMS Method 8270E
Analyte: Aniline
QC Batch No: V48039N48011
Target analyte did not meet calibration verification criteria. Analysis of a low level check demonstrated that there
was adequate sensitivity to report this compound at the laboratory reporting limit as non -detect.
Analyte: Benzoic Acid
QC Batch No: V48039N48011
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Dibenz(a,h)anthracene
QC Batch No: V48039N48011
This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for
a low bias.

0
Waypoint-
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointa nalytical.co m
Analyte: Dibenz(a,h)anthracene
QC Batch No: V48039N48011
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Chadotte, NC 28203
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Report Number: 24-150-0014 REPORT OFANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447
Sample ID: TMW-1
Matrix:
Sampled:
Aqueous
5/29/202410:40
Test
Results
Units
MDL
MOIL
DF
Date ITime
By Analytical
Analyzed
Method
Arsenic
<0.490
pg/L
0.490
1.00
1
05/31/24 20:D4
NPC 6020B
Barium
53.2
pg/L
3.40
10.0
1
05/31/24 20:D4
NPC 6020B
Cadmium
<0.150
pg/L
0.150
1.00
1
05/31/24 20:04
NPC 6020E
Chromium
<1.00
p9/L
1.00
2.00
1
05/31/24 20:04
NPC 6020E
Lead
<0.500
pg/L
0.500
1.00
1
05/31/24 20:04
NPC 6020E
Mercury (Total)
<0.00007
mg/L
0.00007
0.00020
1
05/30/24 16:49
NPC 7470A
Selenium
<2.30
pg/L
2.30
5.00
1
06/04/24 20:07
NPC 6020E
Silver
<0.130
p9/L
0.130
1.00
1
05/31/24 20:04
NPC 6020E
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions I Estimated value M Minimum value
MQL Method Quantita0on Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St Ste 100 Information
Charlotte, NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, INC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OFANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447
Sample ID : TMW-1
Matrix:
Sampled:
Aqueous
5/29/2024 10:40
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24
09:00
Prep Method: 5030B
Test
Results
Units
MDL
MQL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
pg/L
1.80
5.00
1
06/03/24
22:09
MSA
V48060
Acrolein
<2.00
pg/L
2.00
5.00
1
06/03/24
22:09
MSA
V48060
Acrylonitrile
<0.230
pg/L
0.230
5.00
1
06/03/24
22:09
MSA
V48060
Benzene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:09
MSA
V48060
Bromobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24
22:09
MSA
V48060
Bromochloromethane
<0.420
pg/L
6.420
1.00
1
06/03/24
22:09
MSA
V48060
Bromodichloromethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:09
MSA
V48060
Bromoform
<5.50
pg/L
1.50
5.00
1
06/03/24
22:09
MSA
V48060
Bromomethane
<0.280
pg/L
0.280
1.00
1
06/03/24
22:09
MSA
V48060
n-Butylbenzene
<0.185
pg/L
0.185
1.00
1
06/03/24
22:09
MSA
V48060
sec -Butyl benzene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:09
MSA
V48060
tert-Butyl benzene
<0.920
p9/L
0.920
2.00
1
06/03/24
22:09
MSA
V48060
Carbon Disulfide
<0.150
pg/L
0.150
5.00
1
06/03/24
22:09
MSA
V48060
Carbon Tetrachloride
<0.180
pg/L
0.180
0.500
1
06/03/24
22:09
MSA
V48060
Chlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:09
MSA
V48060
Chlorodibromomethane
<0.190
pg/L
0.190
0.500
1
06/03/24
22:09
MSA
V48060
Chlorcethane
<0.430
pg/L
0.430
1.00
1
06/03/24
22:09
MSA
V48060
Chloroform
<0.220
pg/L
0.220
0.500
1
06/03/24
22:09
MSA
V48060
Chloromethane
<0.220
pg/L
0.220
0.500
1
06/03/24
22:09
MSA
V48060
2-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:09
MSA
V48060
4-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:09
MSA
V48060
Di -Isopropyl Ether (DIPE)
<0.960
pg/L
0.960
5.00
1
06/03/24
22:09
MSA
V48060
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL V51S
Report Date : 06/05/2024
Received : 05/29/2024
Lab N0 : 94447 Matrix: Aqueous
Sample ID: TMW-1 Sampled: 5/29/2024 10:40
Analytical Method: 8260D Prep Batch(es): V48059 06/03/24 09:00
Prep Method: 5030B
Test Results Units MDL MOL DF Date / Time By Analytical
Analyzed Batch
1,2-Dibromo-3-Chloropropane
<1.10
pg/L
1.10
2.00
1
06/03/24
22:09
MSA
V48060
1,2-Dibromoethane
<0.200
pg/L
0.200
0.500
1
06/03/24
22:09
MSA
V48060
Dibromomethane
<0.230
pg/L
0.230
0.500
1
06/03/24
22:09
MSA
V48060
1,2-Dichlorobenzene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:09
MSA
V48060
1,3-Dichlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:09
MSA
V48060
1,4-Dichlorobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24
22:09
MSA
V48060
Dirhlorodifluoromethane
<1.20
pg/L
1.20
5.00
1
06/03/24
22:09
MSA
V48060
1,1-Dichloroethane
<0.240
pg/L
0.240
0.500
1
06/03/24
22:09
MSA
V48060
1,2-Dichloroethane
<0.150
pg/L
0.150
0.500
1
06/03/24
22:09
MSA
V48060
1,1-Dichloroethene
<0.150
pg/L
0.150
0.500
1
06/03/24
22:09
MSA
V48060
cis-1,2-Dichloroethene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:09
MSA
V48060
trans-1,2-Dichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:09
MSA
V48060
1,2-Dichloropropane
<0.190
pg/L
0.190
0.500
1
06/03/24
22:09
MSA
V48060
1,3-Dichloropropane
<0.130
pg/L
0.130
0.500
1
06/03/24
22:09
MSA
V48060
2,2-Dichloropropane
<0.210
pg/L
0.210
2.00
1
06/03/24
22:09
MSA
V48060
1,1-Dichloropropene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:09
MSA
V48060
cis-1,3-Dichloropropene
<0.210
pg/L
0.210
0.500
1
06/03/24
22:09
MSA
V48060
trans-1,3-Dichloropropene
<0.150
pg/L
0.150
0.500
1
06/03/24
22:09
MSA
V48060
Ethanol
<42.0
pg/L
42.0
200
1
06/03/24
22:09
MSA
V48060
Ethylbenzene
<0.170
pg/L
0.170
0.500
1
06/03/24
22:09
MSA
V48060
Ethyl Tertiary Butyl Ether(ETBE) <1.80
pg/L
1.80
10.0
1
06/03/24
22:09
MSA
V48060
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
06/03/24
22:09
MSA
V48060
Qualifiers/ DF
Dilution Factor
E
Result above
calibration range
Definitions 3
Estimated value
M
Minimum
value
MQL
Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number: 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447
Sample ID: TMW-1
Matrix:
Sampled:
Aqueous
5/29/2024 10:40
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24 09:00
Prep Method: 50308
Test
Results
Units
MDL
MOL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
pg/L
1.30
10.0
1
06/03/24
22:09
MSA
V48060
2-Hexanone
<0.380
pg/L
0.380
5.00
1
06/03/24
22:09
MSA
V48060
Isopropylbenzene
<0.180
pg/L
0.180
5.00
1
06/03/24
22:09
MSA
V48060
4-Isopropyl toluene
<0.089
pg/L
0.089
0.500
1
06/03/24
22:09
MSA
V48060
Methyl Ethyl Ketone (MEK)
<0.710
pg/L
0.710
5.00
1
06/03/24
22:09
MSA
V48060
Methyl tert-butyl ether (MTBE)
<0.140
pg/L
0.140
0.500
1
06/03/24
22:09
MSA
V48060
4-Methyl-2-Pentanone
<1.00
pg/L
1.00
5.00
1
06/03/24
22:09
MSA
V48060
Methylene Chloride
<0.330
pg/L
0.330
1.00
1
06/03/24
22:09
MSA
V48060
Naphthalene
<0.470
pg/L
0.470
1.00
1
06/03/24
22:09
MSA
V48060
n-Propylbenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:09
MSA
V48060
Styrene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:09
MSA
V48060
1,1,1,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:09
MSA
V48060
1,1,2,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:09
MSA
V48060
Tetrachloroethene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:09
MSA
V48060
Toluene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:09
MSA
V48060
1,2,3-Trichlorobenzene
<0.380
pg/L
0.380
2.00
1
06/03/24
22:09
MSA
V48060
1,2,4-Trichlorobenzene
<0.310
pg/L
0.310
1.00
1
06/03/24
22:09
MSA
V48060
1,1,1-Trichloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:09
MSA
V48060
1,1,2-Trichloroethane
<0.096
pg/L
0.096
0.500
1
06/03/24
22:09
MSA
V48060
Trichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:09
MSA
V48060
Trichlorofluoromethane
<0.180
pg/L
0.180
0.500
1
06/03/24
22:09
MSA
V48060
1,2,3-Trichloropropane
<0.270
pg/L
0.270
1.00
1
06/03/24
22:09
MSA
V48060
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quandtation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447 Matrix: Aqueous
Sample ID : TMW-1 Sampled: 5/29/202410:40
Analytical Method: 8260D Prep Batch(es): V48059 06/03/24 09:00
Prep Method: 5030E
Test Results Units MDL MOIL DF Date/Time By Analytical
Analyzed Batch
1,3,5-Trimethylbenzene
<0.180
pg/L
0.180
0.500
1
06/03/24 22:09
MSA
V48060
Vinyl Acetate
<1.00
pg/L
1.00
2.00
1
06/03/24 22:09
MSA
V48060
Vinyl Chloride
<0.170
pg/L
0.170
0.500
1
06/03/24 22:09
MSA
V48060
o-Xylene
<0.210
pg/L
0.210
0.500
1
06/03/24 22:09
MSA
V48060
m,p-Xylene
<0.420
pg/L
0.420
1.00
1
06/03/24 22:09
MSA
V48060
Xylene (Total)
<0.21
pg/L
0.210
0.500
1
06/03/24 22:09
V48060
Surrogate: 4-Bromofluorobenzene
100
Limits:
80-124%
1 06/03/24
22:09 MSA
V48060
Surrogate: Dibromofluoromethane
100
Limits:
75-129%
1 06/03/24
22:09 MSA
V48060
Surrogate: 1,2-Dichloroethane - d4
94.0
Limits:
63-136%
1 06/03/24
22:09 MSA
V48060
Surrogate: Toluene-d8
98.6
Limits:
77-123%
1 06/03/24
22:09 MSA
V48060
Analytical Method: 8270E
Prep
Batch(es):
V48011
06/03/24
10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOIL
DF
Date Time
By
Analytical
Analyzed
Batch
Acenaphthene
<0.302
pg/L
0.302
2.00
1
06/03/24 20:01
AMP
V48039
Acenaphthylene
<0.297
pg/L
0.297
2.00
1
06/03/24 20:01
AMP
V48039
Aniline
<2.05
pg/L
2.05
5.00
1
06/03/24 20:01
AMP
V48039
Anthracene
<0.836
pg/L
0.836
2.00
1
06/03/24 20:01
AMP
V48039
Benzo(a)anthracene
<0.637
pg/L
0.637
2.00
1
06/03/24 20:01
AMP
V48039
Benzo(a)pyrene
<1.02
pg/L
1.02
2.00
1
06/03/24 20:01
AMP
V48039
Benzo(b)fluoranthene
<2.49
pg/L
2.49
5.00
1
06/03/24 20:01
AMP
V48039
Benzo(g,h,i)perylene
<1.01
pg/L
1.01
5.00
1
06/03/24 20:01
AMP
V48039
Qualifiers/ DF Dilution Factor
E
Result above calibration range
Definrdons I Estimated value
M
Minimum
value
MQL Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte, NC 28203
Report Number : 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OFAVAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447 Matrix: Aqueous
Sample ID: TM W-1 Sampled: 5/ 29/ 2024 10:40
Analytical Method: 8270E Prep Batch(es): V48011 06/03/24 10:21
Prep Method: 3510C
Test Results Units MDL MOL DF Date / Time By Analytical
Analyzed Batch
Benzo(k)fluoranthene
<1.99
pg/L
1.99
5.00
1
06/03/24 20:01
AMP
V48039
Benzoic Acid
<1.10
pg/L
1.10
10.0
1
06/03/24 20:01
AMP
V48039
Benzyl alcohol
<0.684
pg/L
0.684
5.00
1
06/03/24 20:01
AMP
V48039
Bis(2-Chloroethoxy)methane
<0.468
pg/L
0.468
5.00
1
06/03/24 20:01
AMP
V48039
Bis(2-Chloroethyl)ether
<1.04
pg/L
1.04
5.00
1
06/03/24 20:01
AMP
V48039
Bis(2-Chloroisopropyi)ether
<1.08
pg/L
1.08
5.00
1
06/03/24 20:01
AMP
V48039
Bis(2-ethylhexyl)phthalate
<3.46
pg/L
3.46
10.0
1
06/03/24 20:01
AMP
V48039
4-Bromophenyl phenyl ether
<1.11
pg/L
1.11
5.00
1
06/03/24 20:01
AMP
V48039
Butyl benzyl phthalate
<1.83
pg/L
1.83
5.00
1
06/03/24 20:01
AMP
V48039
4-Chloro-3-methylphenol
<1.18
pg/L
1.18
5.00
1
06/03/24 20:01
AMP
V48039
4-Chloroaniline
<1.33
pg/L
1.33
5.00
1
06/03/24 20:01
AMP
V48039
2-Chloronaphthalene
<1.83
pg/L
1.83
20.0
1
06/03/24 20:01
AMP
V48039
2-Chlorophenol
<0.938
pg/L
0.938
10.0
1
06/03/24 20:01
AMP
V48039
4-Chlorophenyl phenyl ether
<1.71
pg/L
1.71
5.00
1
06/03/24 20:01
AMP
V48039
Chrysene
<0.405
pg/L
0.405
2.00
1
06/03/24 20:01
AMP
V48039
Dibenz(a,h)anthracene
<0.434 M
pg/L
0.434
2.00
1
06/03/24 20:01
AMP
V48039
Dibenzofuran
<0.856
pg/L
0.856
5.00
1
06/03/24 20:01
AMP
V48039
1,2-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 20:01
AMP
V48039
1,3-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 20:01
AMP
V48039
1,4-Dichlorobenzene
<2.05
pg/L
2.05
5.00
1
06/03/24 20:01
AMP
V48039
3j-Dichlorobenzidine
<1.89
pg/L
1.89
5.00
1
06/03/24 20:01
AMP
V48039
2,4-Dichlorophenol
<1.46
ug/L
1.46
10.0
1
06/03/24 20:01
AMP
V48039
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorge)
2923 South Tryon St. Ste 100 Information
Charlotte, NC 28203
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Report Number : 24-150-0014 REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447 Matrix: Aqueous
Sample ID : TMW-1 Sampled: 5/29/202410:40
Analytical Method: 8270E
Prep Method: 3510C
Test
Results
Prep Batch(es):
Units
V48011
MDL
06/03/2410:21
MOL
DF Date/Time
Analyzed
By
Analytical
Batch
Diethyl phthalate
<0.745
pg/L
0.745
5.00
1
06/03/24
20:01
AMP
V48039
Dimethyl phthalate
<0.939
pg/L
0.939
5.00
1
06/03/24
20:01
AMP
V48039
2,4-Dimethylphenol
<1.57
pg/L
1.57
20.0
1
06/03/24
20:01
AMP
V48039
Di-n-buM Phthalate
<2.06
pg/L
2.06
5.00
1
06/03/24
20:01
AMP
V48039
4,6-Dinitro-2-methylphenol
<2.07
pg/L
2.07
10.0
1
06/03/24
20:01
AMP
V48039
2,4-Dinitrophenol
<1.92
pg/L
1.92
10.0
1
06/03/24
20:01
AMP
V48039
2,4-Dinitrotoluene
<1.11
pg/L
1.11
5.00
1
06/03/24
20:01
AMP
V48039
2,6-Dinitrotoluene
<0.809
pg/L
0.809
5.00
1
06/03/24
20:01
AMP
V48039
Di-n-Octyl Phthalate
<1.65
ug/L
1.65
5.00
1
06/03/24
20:01
AMP
V48039
Fluoranthene
<0.250
pg/L
0.250
2.00
1
06/03/24
20:01
AMP
V48039
Fluorene
<0.807
ug/L
0.807
2.00
1
06/03/24
20:01
AMP
V48039
Hexachlorobenzene
<0.979
pg/L
0.979
5.00
1
06/03/24
20:01
AMP
V48039
Hexachlorobutadiene
<2.73
pg/L
2.73
5.00
1
06/03/24
20:01
AMP
V48039
Hexachlorocvdopentadiene
<2.05
pg/L
2.05
5.00
1
06/03/24
20:01
AMP
V48039
Hexachloroethane
<1.76
pg/L
1.76
5.00
1
06/03/24
20:01
AMP
V48039
Indeno(1,2,3-cd)pyrene
<0.477
lig/L
0.477
2.00
1
06/03/24
20:01
AMP
V48039
Isophorone
<0.444
pg/L
0.444
5.00
1
06/03/24
20:01
AMP
V48039
1-Methylnaphthalene
<1.14
pg/L
1.14
2.00
1
06/03/24
20:01
AMP
V48039
2-Methylnaphthalene
<0.666
pg/L
0.666
2.00
1
06/03/24
20:01
AMP
V48039
2-Methylphenol
<5.15
pg/L
1.15
5.00
1
06/03/24
20:01
AMP
V48039
3&4 Methylphenol
<0.880
pg/L
0.880
10.0
1
06/03/24
20:01
AMP
V48039
Naphthalene
<0.728
pg/L
0.728
2.00
1
06/03/24
20:01
AMP
V48039
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorge[
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number: 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL PSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94447
Matrix: Aqueous
Sample ID: TMW-1
Sampled: 5/29/2024 10:40
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date/Time By
Analytical
Analyzed
Batch
2-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24 20:01 AMP
V48039
3-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24 20:01 AMP
V48039
4-Nitroaniline
<1.53
pg/L
1.53
5.00
1
06/03/24 20:01 AMP
V48039
Nitrobenzene
<0.905
pg/L
0.905
5.00
1
06/03/24 20:01 AMP
V48039
2-Nitrophenol
<0.493
pg/L
0.493
5.00
1
06/03/24 20:01 AMP
V48039
4-Nitrophenol
<3.23
pg/L
1.23
10.0
1
06/03/24 20:01 AMP
V48039
N-Nitrosodimethylamine
<0.450
pg/L
0.450
5.00
1
06/03/24 20:01 AMP
V48039
N-Nitrosodiphenylamine
<1.10
pg/L
1.10
5.00
1
06/03/24 20:01 AMP
V48039
N-Nitroso-di-n-propylamine
<0.641
pg/L
0.641
5.00
1
06/03/24 20:01 AMP
V48039
Pentachlorophenol
<1.43
pg/L
1.43
5.00
1
06/03/24 20:01 AMP
V48039
Phenanthrene
<0.428
pg/L
0.428
2.00
1
06/03/24 20:01 AMP
V48039
Phenol
<0.651
ug/L
0.651
5.00
1
06/03/24 20:01 AMP
V48039
Pyrene
<0.434
pg/L
0.434
2.00
1
06/03/24 20:01 AMP
V48039
Pyridine
<1.20
pg/L
1.20
5.00
1
06/03/24 20:01 AMP
V48039
1,2,4-Trichlorobenzene
<2.21
pg/L
2.21
5.00
1
06/03/24 20:01 AMP
V48039
2,4,5-Trichlorophenol
<1.31
pg/L
1.31
5.00
1
06/03/24 20:01 AMP
V48039
2,4,6-Tdchlorophenol
<1.32
pg/L
1.32
5.00
1
06/03/24 20:01 AMP
V48039
Surrogate: Phenol-d5
28.2
Limits:
11-100%
1 06/03/24 20:01 AMP
8270E
Surrogate: 2-Fluorobiphenyl
75.6
Limits:
44-119%
1 06/03/24 20:01 AMP
V48039
Surrogate: 2-Fluorophenol
43.6
Limits:
19-119%
1 06/03/24 20:01 AMP
V48039
Surrogate: Nitrobenzene-d5
75.8
Limits:
44-120%
1 06/03/24 20:01 AMP
V48039
Surrogate: 4-Terphenyl-d14
85.4
Limits:
50-134%
1 06/03/24 20:01 AMP
V48039
Surrogate: 2,4,6-Tribromophenol
92.0
Limits:
43-140%
1 06/03/24 20:01 AMP
V48039
Quallfiers/ DF Dilution Factor
E
Result above calibration range
Definitions I Estimated value
M
Minimum
value
MQL Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Report Number : 24-150-0014 REPORT OF ANAL V515
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94442
Sample ID: TMW-2
Matrix: Aqueous
Sampled: 5/29/2024 13:55
Test
Results
Units
MDL
MOL
DF
Date/Time
By Analytical
Analyzed
Method
Arsenic
<0.490
Ug/L
0.490
1.00
1
05/31/24 20:10
NPC 6020B
Barium
119
N9/L
3.40
10.0
1
05/31/24 20:10
NPC 6020B
Cadmium
<0.150
Ug/L
0.150
1.00
1
05/31/24 20:10
NPC 6020B
Chromium
<1.00
Ug/L
1.00
2.00
1
05/31/24 20:10
NPC 6020E
Lead
<0.500
U9/L
0.500
1.00
1
05/31/24 20:10
NPC 6020E
Mercury (Total)
<0.00007
mg/L
0.00007
0.00020
1
05/30/24 16:51
NPC 7470A
Selenium
<2.30
ug/L
2.30
5.00
1
06/04/24 20:14
NPC 6020E
Silver
<0.130
ug/L
0.130
1.00
1
05/31/24 20:10
NPC 6020B
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 1 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number: 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo intana lyti ca I.co m
REPORT OFANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94448
Sample ID: TMW-2
Matrix:
Sampled:
Aqueous
5/29/202413:55
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24
09:00
Prep Method: 5030E
Test
Results
Units
MDL
MOL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
5.50
pg/L
1.80
5.00
1
06/03/24 22:34
MSA
V48060
Acrolem
<2.00
pg/L
2.00
5.00
1
06/03/24 22:34
MSA
V48060
Acrylonitrile
<0.230
pg/L
0.230
5.00
1
06/03/24 22:34
MSA
V48060
Benzene
0.4723
pg/L
0.180
0.500
1
06/03/24 22:34
MSA
V48060
Bromobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24 22:34
MSA
V48060
Bromochloromethane
<0.420
pg/L
0.420
1.00
1
06/03/24 22:34
MSA
V48060
Bromodichloromethane
<0.160
pg/L
0.160
0.500
1
06/03/24 22:34
MSA
V48060
Bromoform
<1.50
pg/L
1.50
5.00
1
06/03/24 22:34
MSA
V48060
Bromomethane
<0.280
pg/L
0.280
1.00
1
06/03/24 22:34
MSA
V48060
n-Butyibenzene
1.54
pg/L
0.185
1.00
1
06/03/24 22:34
MSA
V48060
sec -Butyl benzene
1.54
pg/L
0.200
0.500
1
06/03/24 22:34
MSA
V48060
tert-Butyl benzene
1.103
pg/L
0.920
2.00
1
06/03/24 22:34
MSA
V48060
Carbon Disulfide
<0.150
pg/L
0.150
5.00
1
06/03/24 22:34
MSA
V48060
Carbon Tetrachloride
<0.180
pg(L
0.180
0.500
1
06/03/24 22:34
MSA
V48060
Chlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24 22:34
MSA
V48060
Chlorodibromomethane
<0.190
pg/L
0.190
0.500
1
06/03/24 22:34
MSA
V48060
Chloroethane
<0.430
pg/L
0.430
1.00
1
06/03/24 22:34
MSA
V48060
Chloroform
<0.220
pg/L
0.220
0.500
1
06/03/24 22:34
MSA
V48060
Chloromethane
<0.220
pg/L
0.220
0.500
1
06/03/24 22:34
MSA
V48060
2-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
06/03/24 22:34
MSA
V48060
4-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
06/03/24 22:34
MSA
V48060
Di -Isopropyl Ether(DIPE)
<0.960
pg/L
0.960
5.00
1
06/03/24 22:34
MSA
V48060
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number : 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94449
Sample ID: TMW-2
Matrix:
Sampled:
Aqueous
5/29/2024 13:55
Analytical Method: 8260D
Prep Batch(es):
V48059
06 03'21
09.00
Prep Method: 5030B
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
06/03/24
22:34
MSA
V48060
1,2-Dibromoethane
<0.200
pg/L
0.200
0.500
1
06/03/24
22:34
MSA
V48060
Dibromomethane
<0.230
pg/L
0.230
0.500
1
06/03/24
22:34
MSA
V48060
1,2-Dichlorobenzene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:34
MSA
V48060
1,3-Dichlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:34
MSA
V48060
1,4-Dichlorobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24
22:34
MSA
V48060
Dichlorodifluoromethane
<1.20
pg/L
1.20
5.00
1
06/03/24
22:34
MSA
V48060
1,1-Dichloroethane
<0.240
pg/L
0.240
0.500
1
06/03/24
22:34
MSA
V48060
1,2-Dichloroethane
<0.150
pg/L
0.150
0.500
1
06/03/24
22:34
MSA
V48060
1,1-Dichloroethene
<0.150
pg/L
0.150
0.500
1
06/03/24
22:34
MSA
V48060
cis-1,2-Dichloroethene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:34
MSA
V48060
trans-1,2-Dichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:34
MSA
V48060
1,2-Dichloropropane
<0.190
pg/L
0.190
0.500
1
06/03/24
22:34
MSA
V48060
1,3-Dichloropropane
<0.130
pg/L
0.130
0.500
1
06/03/24
22:34
MSA
V48060
2,2-Dichloropropane
<0.210
pg/L
0.210
2.00
1
06/03/24
22:34
MSA
V48060
1,1-Dichloropropene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:34
MSA
V48060
cis-1,3-Dichloropropene
<0.210
pg/L
0.210
0.500
1
06/03/24
22:34
MSA
V48060
trans-1,3-Dichloropropene
<0.150
pg/L
0.150
0.500
1
06/03/24
22:34
MSA
V48060
Ethanol
<42.0
pg/L
42.0
200
1
06/03/24
22:34
MSA
V48060
Ethylbenzene
17.9
pg/L
0.170
0.500
1
06/03/24
22:34
MSA
V48060
Ethyl Tertiary Butyl Ether (ETBE)
<1.80
pg/L
1.80
10.0
1
06/03/24
22:34
MSA
V48060
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
06/03/24
22:34
MSA
V48060
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quanbtation Limit

Waypoint.
ANALYTICAL
01102
Hart @ Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte, NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica I.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94448
Matrix:
Aqueous
Sample ID: TMW-2
Sampled:
5/29/2024
13:55
Analytical Method: 8260D
Prep
Batch(es):
V48059
06/03/24 09:00
Prep Method: 5030B
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
pg/L
1.30
10.0
1
06/03/24
22:34
MSA
V48060
2-Hexanone
1.903
pg/L
0.380
5.00
1
06/03/24
22:34
MSA
V48060
Isopropylbenzene
3.583
pg/L
0.180
5.00
1
06/03/24
22:34
MSA
V48060
4-Isopropyl toluene
0.678
pg/L
0.089
0.500
1
06/03/24
22:34
MSA
V48060
Methyl Ethyl Ketone (MEK)
1.203
pg/L
0.710
5.00
1
06/03/24
22:34
MSA
V48060
Methyt tert-butyl ether (MTBE)
<0.140
pg/L
0.140
0.500
1
06/03/24
22:34
MSA
V48060
4-Methyl-2-Pentanone
<1.00
pg/L
1.00
5.00
1
06/03/24
22:34
MSA
V48060
Methylene Chloride
<0.330
pg/L
0.330
1.00
1
06/03/24
22:34
MSA
V48060
Naphthalene
113 E
lig/L
0.470
1.00
1
06/03/24
22:34
MSA
V48060
n-Propylbenzene
5.57
pg/L
0.190
0.500
1
06/03/24
22:34
MSA
V48060
Styrene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:34
MSA
V48060
1,1,1,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:34
MSA
V48060
1,1,2,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:34
MSA
V48060
Tetrachloroethene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:34
MSA
V48060
Toluene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:34
MSA
V48060
1,2,3-Trichlorobenzene
<0.380
pg/L
0.380
2.00
1
06/03/24
22:34
MSA
V48060
1,2,4-Trirhlorobenzene
<0.310
pg/L
0.310
1.00
1
06/03/24
22:34
MSA
V48060
1,1,1-Trichloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:34
MSA
V48060
1, 1,2-Trichloroethane
<0.096
pg/L
0.096
0.500
1
06/03/24
22:34
MSA
V48060
Trichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:34
MSA
V48060
Trichloroguoromethane
<0.180
pg/L
0.180
0.500
1
06/03/24
22:34
MSA
V48060
1,2,3-Trichloropropane
<0.270
pg/L
0.270
1.00
1
06/03/24
22:34
MSA
V46060
Qualifiers/ DF Dilution Factor
E
Result above calibration range
Definitions 3 Estimated value
M
Minimum
value
MQL Method Quantitation Limit

Waypoint,.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte, NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OFANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94448
Sample ID : TMW-2
Matrix: Aqueous
Sampled: 5/29/202413:55
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MOIL
DF
Date / Time By
Analytical
Analyzed
Batch
1,3,5-Tnmethylbenzene
32.0
pg/L
0.180
0.500
1
06/03/24 22:34 MSA
V48060
Vinyl Acetate
<1.00
p9/L
1.00
2.00
1
06/03/24 22:34 MSA
V48060
Vinyl Chloride
<0.170
pg/L
0.170
0.500
1
06/03/24 22:34 MSA
V48060
o-Xylene
43.2
pg/L
0.210
0.500
1
06/03/24 22:34 MSA
V48060
m,p-Xylene
40.7
pg/L
0.420
1.00
1
06/03/24 22:34 MSA
V48060
Xylene (Total)
83.9
pg/L
0.210
0.500
1
06/03/24 22:34
V48060
Surrogate: 4-Bromo0uorobenzene
101
Limits:
80-124%
1 06/03/24 22:34 MSA
V48060
Surrogate: Dibromo0uoromethane
99.8
Limits:
75-129%
1 06/03/24 22:34 MSA
V48060
Surrogate: 1,2-Dichloroethane - d4
99.0
Limits:
63-136%
1 06/03/24 22:34 MSA
V48060
Surrogate: Toluene -dB
99.8
Limits:
77-123%
1 06/03/24 22:34 MSA
V48060
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date Time By
Analytical
Analyzed
Batch
Acenaphthene
<0.302
Pg/L
0.302
2.00
1 06/03/24
22:27
AMP
V48039
Acenaphthylene
<0.297
pg/L
0.297
2.00
1 06/03/24
22:27
AMP
V48039
Aniline
<2.05
PgA
2.05
5.00
1 06/03/24
22:27
AMP
V48039
Anthracene
<0.836
pg/L
0.836
2.00
1 06/03/24
22:27
AMP
V48039
Benzo(a)anthracene
<0.637
p9/L
0.637
2.00
1 06/03/24
22:27
AMP
V48039
Benzo(a)pyrene
<1.02
p9/L
1.02
2.00
1 06/03/24
22:27
AMP
V48039
Benzo(b)fluoranthene
<2.49
pg/L
2.49
5.00
1 06/03/24
22:27
AMP
V48039
Benzo(g,h,i)perylene
<1.01
pg/L
1.01
5.00
1 06/03/24
22:27
AMP
V48039
Qualifiers/ DF
Dilution Factor
E
Result above calibration range
Definitions 3
Estimated value
M
Minimum value
MQL
Method Quantitabon Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte, NC 28203
Report Number : 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi ntanalyti ca I.co m
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94448
Matrix:
Aqueous
Sample ID: TMW-2
Sampled:
5/29/2024
13:55
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date / Time
By
Analytical
Analyzed
Batch
Benzo(k)fluoranthene
<1.99
pg/L
1.99
5.00
1
06/03/24 22:27
AMP
V48039
Benzoic Acid
<1.10
pg/L
1.10
10.0
1
06/03/24 22:27
AMP
V48039
Benzyl alcohol
<0.684
pg/L
0.684
5.00
1
06/03/24 22:27
AMP
V48039
Bis(2-Chloroethoxy)methane
<0.468
pg/L
0.468
5.00
1
06/03/24 22:27
AMP
V48039
Bis(2-Chloroethyl)ether
<1.04
pg/L
1.04
5.00
1
06/03/24 22:27
AMP
V48039
Bis(2-Chloroisopropyl)ether
<1.08
pg/L
1.08
5.00
1
06/03/24 22:27
AMP
V48039
Bis(2-ethylhexyl)phthalate
<3.46
pg/L
3.46
10.0
1
06/03/24 22:27
AMP
V48039
4-Bromophenyl phenyl ether
<1.11
pg/L
1.11
5.00
1
06/03/24 22:27
AMP
V48039
Butyl benzyl phthalate
<1.83
pg/L
1.83
5.00
1
06/03/24 22:27
AMP
V48039
4-Chloro-3-methylphenol
<1.18
pg/L
1.18
5.00
1
06/03/24 22:27
AMP
V48039
4-Chloroaniline
<1.33
pg/L
1.33
5.00
1
06/03/24 22:27
AMP
V48039
2-Chloronaphthalene
<1.83
p9/L
1.83
20.0
1
06/03/24 22:27
AMP
V48039
2-Chlorophenol
<0.938
pg/L
0.938
10.0
1
06/03/24 22:27
AMP
V48039
4-Chlorophenyl phenyl ether
<1.71
pg/L
1.71
5.00
1
06/03/24 22:27
AMP
V48039
Chrysene
<0.405
pg/L
0.405
2.00
1
06/03/24 22:27
AMP
V48039
Dibenz(a,h)anthracene
<0.434 M
pg/L
0.434
2.00
1
06/03/24 22:27
AMP
V48039
Dibenzofuran
<0.856
pg/L
0.856
5.00
1
06/03/24 22:27
AMP
V48039
1,2-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 22:27
AMP
V48039
1,3-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 22:27
AMP
V48039
1,4-Dichlorobenzene
<2.05
pg/L
2.05
5.00
1
06/03/24 22:27
AMP
V48039
3,3'-Dichlorobenzidine
<1.89
pg/L
1.89
5.00
1
06/03/24 22:27
AMP
V48039
2,4-Dichlorophenol
<1.46
pg/L
1.46
10.0
1
06/03/24 22:27
AMP
V48039
Qualifiers/ DF
Dilution Factor
E
Result above calibration range
Definitions 3
Estimated value
M
Minimum
value
MQL
Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte, NC 28203
Report Number 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Lcom
REPORT Of ANALYSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94448
Matrix:
Aqueous
Sample ID . TMw-2
Sampled:
5/29/202413:55
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date/Time
By
Analytical
Analyzed
Batch
Diethyi phthalate
<0.745
pg/L
0.745
5.00
1
06/03/24 22:27
AMP
V48039
Dimethyl phthalate
<0.939
pg/L
0.939
5.00
1
06/03/24 22:27
AMP
V48039
2,4-Dimethylphenol
<1.57
pg/L
1.57
20.0
1
06/03/24 22:27
AMP
V48039
Di-n-butyl phthalate
<2.06
pg/L
2.06
5.00
1
06/03/24 22:27
AMP
V48039
4,6-Dinitro-2-methylphenol
<2.07
pg/L
2.07
10.0
1
06/03/24 22:27
AMP
V48039
2,4-Dinitrophenol
<1.92
pg/L
1.92
10.0
1
06/03/24 22:27
AMP
V48039
2,4-Dinitrotoluene
<1.11
pg/L
1.11
5.00
1
06/03/24 22:27
AMP
V48039
2,6-Dinitrotoluene
<0.809
pg/L
0.809
5.00
1
06/03/24 22:27
AMP
V48039
Di-n-Octyl Phthalate
<1.65
pg/L
1.65
5.00
1
06/03/24 22:27
AMP
V48039
Fluoranthene
<0.250
pg/L
0.250
2.00
1
06/03/24 22:27
AMP
V48039
Fluorene
4.23
pg/L
0.807
2.00
1
06/03/24 22:27
AMP
V48039
Hexachlorobenzene
<0.979
pg/L
0.979
5.00
1
06/03/24 22:27
AMP
V48039
Hexachlorobutadiene
<2.73
pg/L
2.73
5.00
1
06/03/24 22:27
AMP
V48039
Hexachlorocyclopentadiene
<2.05
pg/L
2.05
5.00
1
06/03/24 22:27
AMP
V48039
Hexachloroethane
<1.76
pg/L
1.76
5.00
1
06/03/24 22:27
AMP
V48039
Indeno(1,2,3-cd)pyrene
<0.477
pg/L
0.477
2.00
1
06/03/24 22:27
AMP
V48039
Isophorone
<0.444
pg/L
0.444
5.00
1
06/03/24 22:27
AMP
V48039
1-Methylnaphthalene
85.2
pg/L
1.14
2.00
1
06/03/24 22:27
AMP
V48039
2-Methylnaphthalene
135
pg/L
0.666
2.00
1
06/03/24 22:27
AMP
V48039
2-Methylphenol
<1.15
pg/L
1.15
5.00
1
06/03/24 22:27
AMP
V48039
3&4 Methylphenol
<0.880
pg/L
0.880
10.0
1
06/03/24 22:27
AMP
V48039
Naphthalene
33.5
pg/L
0.728
2.00
1
06/03/24 22:27
AMP
V48039
Qualifiers/ DF
Dilution Factor
E
Result above calibration range
Definitions 3
Estimated value
M
Minimum
value
MQL
Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number : 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypolntanahirtical.com
REPORT OF ANAL y5I5
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94448
Sample ID: TMW-2
Matrix:
Sampled:
Aqueous
5/29/2024 13:55
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24
10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date; Time
By
Analytical
Analyzed
Batch
2-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24
22:27
AMP
V48039
3-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24
22:27
AMP
V48039
4-Nitroaniline
<1.53
pg/L
1.53
5.00
1
06/03/24
22:27
AMP
V48039
Nitrobenzene
<0.905
pg/L
0.905
5.00
1
06/03/24
22:27
AMP
V48039
2-Nitrophenol
<0.493
pg/L
0.493
5.00
1
06/03/24
22:27
AMP
V48039
4-Nitrophenol
<1.23
pg/L
1.23
10.0
1
06/03/24
22:27
AMP
V48039
N-Nitrosodimethylamine
<0.450
pg/L
0.450
5.00
1
06/03/24
22:27
AMP
V48039
N-Nitrosodiphenylamine
<1.10
pg/L
1.10
5.00
1
06/03/24
22:27
AMP
V48039
N-Nitroso-di-n-propylamine
<0.641
pg/L
0.641
5.00
1
06/03/24
22:27
AMP
V48039
Pentachlorophenol
<1.43
pg/L
1.43
5.00
1
06/03/24
22:27
AMP
V48039
Phenanthrene
5.59
pg/L
0.428
2.00
1
06/03/24
22:27
AMP
V48039
Phenol
<0.651
pg/L
0.651
5.00
1
06/03/24
22:27
AMP
V48039
Pyrene
<0.434
p9/L
0.434
2.00
1
06/03/24
22:27
AMP
V48039
Pyridine
<1.20
pg/L
1.20
5.00
1
06/03/24
22:27
AMP
V48039
1,2,4-Trichlorobenzene
<2.21
pg/L
2.21
5.00
1
06/03/24
22:27
AMP
V48039
2,4,5-Tdchlorophenol
<1.31
pg/L
1.31
5.00
1
06/03/24
22:27
AMP
V48039
2,4,6-Tdchlorophenol
<1.32
pg/L
1.32
5.00
1
06/03/24
22:27
AMP
V48039
Surrogate: Phenol-d5
30.4
Limits: 11-100%
1 06/03/24 22:27
AMP
8270E
Surrogate: 2-Fluorobiphenyl
76.4
Limits: 44-119%
1 06/03/24 22:27
AMP
V48039
Surrogate: 2-Ruorophenol
44.6
Limits: 19-119%
1 06/03/24 22:27
AMP
V48039
Surrogate: Nitrobenzene-d5
74.6
Limits: 44-120%
1 06/03/24 22:27
AMP
V48039
Surrogate: 4-Terphenyl-d14
87.0
Limits: 50-134%
1 06/03/24 22:27
AMP
V48039
Surrogate: 2,4,6-Tribromophenol
103
Limits: 43-140%
1 06/03/24 22:27
AMP
V48039
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
449 Springbrook Rd, Charlotte, INC 28217
Main 704.529,6364
www.waypointanalytical.com
Report Number :24-150-0014 REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94449
Sample ID: TMW-3
Matrix: Aqueous
Sampled: 5/29/2024 12:50
Test
Results
Units
MDL
MOL
DF
Date / Time
By Analytical
Analyzed
Method
Arsenic
<0.490
pg/L
0.490
1.00
1
05/31/24 20:17
NPC 6020E
Barium
44.8
pg/L
3.40
10.0
1
05/31/24 20:17
NPC 6020E
Cadmium
<0.150
pg/L
0.150
1.00
1
05/31/24 20:17
NPC 60200
Chromium
<1.00
pg/L
1.00
2.00
1
05/31/24 20:17
NPC 60208
Lead
<0.500
pg/L
0.500
1.00
1
05/31/24 20:17
NPC 6020E
Mercury (Total)
<0.00007
mg/L
0.00007
0.00020
1
05/30/24 16:54
NPC 7470A
Selenium
<2.30
pg/L
2.30
5.00
1
06/04/24 20:20
NPC 6020E
Silver
<0.130
pg/L
0.130
1.00
1
05/31/24 20:17
NPC 6020E
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number: 24-150-0014
Lab No: 94449
Sample ID: TMW-3
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica I.com
REPORT OF ANALYSIS
Report Date : 06/05/2024
Received : 05/29/2024
Matrix: Aqueous
Sampled: 5/29/ 202412:50
Analytical Method: 8260D
Prep Method: 5030B
Test
Results
Prep Batch(es):
Units
V48059
MDL
06/03/24
MUL
09:00
DF Date Time
Analyzed
By
Analytical
Batch
Acetone
2.913
pg/L
1.80
5.00
1
06/03/24
22:58
MSA
V48060
Acrolein
<2.00
pg/L
2.00
5.00
1
06/03/24
22:58
MSA
V48060
Acrylonitrile
<0.230
pg/L
0.230
5.00
1
06/03/24
22:58
MSA
V48060
Benzene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:58
MSA
V48060
Bromobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24
22:58
MSA
V48060
Bromochloromethane
<0.420
pg/L
0.420
1.00
1
06/03/24
22:58
MSA
V48060
Bromodichloromethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:58
MSA
V48060
Bromoform
<1.50
pg/L
1.50
5.00
1
06/03/24
22:58
MSA
V48060
Bromomethane
<0.280
pg/L
0.280
1.00
1
06/03/24
22:58
MSA
V48060
n-Butylbenzene
<0.185
pg/L
0.185
1.00
1
06/03/24
22:58
MSA
V48060
sec -Butyl benzene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:58
MSA
V48060
tert-Butyl benzene
<0.920
pg/L
0.920
2.00
1
06/03/24
22:58
MSA
V48060
Carbon Disulfide
<0.150
pg/L
0.150
5.00
1
06/03/24
22:58
MSA
V48060
Carbon Tetrachloride
<0.180
pg/L
0.180
0.500
1
06/03/24
22:58
MSA
V48060
Chlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:58
MSA
V48060
Chlorodibromomethane
<0.190
pg/L
0.190
0.500
1
06/03/24
22:58
MSA
V48060
Chloroethane
<0.430
pg/L
0.430
1.00
1
06/03/24
22:58
MSA
V48060
Chloroform
0.4793
pg/L
0.220
0.500
1
06/03/24
22:58
MSA
V48060
Chloromethane
<0.220
pg/L
0.220
0.500
1
06/03/24
22:58
MSA
V48060
2-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:58
MSA
V48060
4-Chlorotoluene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:58
MSA
V48060
Di -Isopropyl Ether(DIPE)
<0.960
pg/L
0.960
5.00
1
06/03/24
22:58
MSA
V48060
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Pro)ect CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
Report Numbe,24-150-0014
Lab No: 94449
Sample ID: TMW-3
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lytica I.com
REPORT OF ANAL PSIS
Report Date : 06/05/2024
Received : 05/29/2024
Matrix: Aqueous
Sampled: 5/ 29/ 2024 12:50
Analytical Method: S260D
Prep Method: S030B
Test
Prep
Results
Batch(es):
Units
V48059
MDL
061/03,24
MOL
09:00
DF Date/Time
Analyzed
By
Analytical
Batch
1,2-Dibromo-3-Chloropropane
<1.10
pg/L
1.10
2.00
1
06/03/24
22:58
MSA
V48060
1,2-Dibromoethane
<0.200
pg/L
0.200
0.500
1
06/03/24
22:58
MSA
V48060
Dibromomethane
<0.230
pg/L
0.230
0.500
1
06/03/24
22:58
MSA
V48060
1,2-Dichlorobenzene
<0.220
Pg/L
0,220
0.500
1
06/03/24
22:58
MSA
V48060
1,3-Dichlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:58
MSA
V48060
1,4-Dichlorobenzene
<0.210
pg/L
0.210
0,500
1
06/03/24
22:58
MSA
V48060
Dichlorodifluoromethane
<1.20
pg/L
1.20
5.00
1
06/03/24
22:58
MSA
V48060
1,1-Dichloroethane
<0.240
pg/L
0.240
0.500
1
06/03/24
22:58
MSA
V48060
1,2-Dichloroethane
<0.150
pg/L
0.150
0.500
1
06/03/24
22:58
MSA
V48060
1,1-Dichloroethene
<0.150
pg/L
0.150
0.500
1
06/03/24
22:58
MSA
V48060
cis-1,2-Dichloroethene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:58
MSA
V48060
trans-1,2-Dichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:58
MSA
V48060
1,2-Dichloropropane
<0.190
pg/L
0.190
0.500
1
06/03/24
22:58
MSA
V48060
1,3-Dichloropropane
<0.130
pg/L
0.130
0.500
1
06/03/24
22:58
MSA
V48060
2,2-Dichloropropane
<0.210
pg/L
0.210
2.00
1
06/03/24
22:58
MSA
V48060
1,1-Dichloropropene
<0.200
pg/L
0.200
0.500
1
06/03/24
22:58
MSA
V48060
cis-1,3-Dichloropropene
<0.210
pg/L
0.210
0.S00
1
06/03/24
22:58
MSA
V48060
trans-1,3-Dichloropropene
<0.150
pg/L
0.150
0.500
1
06/03/24
22:58
MSA
V48060
Ethanol
<42.0
pg/L
42.0
200
1
06/03/24
22:58
MSA
V48060
Ethylbenzene
<0.170
pg/L
0.170
0.500
1
06/03/24
22:58
MSA
V48060
Ethyl Tertiary Butyl Ether (ET -BE)
<1.80
pg/L
1.80
10.0
1
06/03/24
22:58
MSA
V48060
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
06/03/24
22:58
MSA
V48060
Qualifiers/ DF Dilution Factor
E
Result above
calibration range
Definitions 3 Estimated value
M
Minimum
value
MQL Method Quanbtation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte, NC 28203
Report Number : 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL V5I5
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94449 Matrix: Aqueous
Sample ID TMW-3 Sampled: 5/29/202412:50
Analytical Method: 8260D Prep Batch(es): V48059 06/03/24 09:00
Prep Method: 5030B
Test Results Units MDL MDL DF Date/Time By Analytical
Analyzed Batch
n-Hexane
<1.30
pg/L
1.30
10.0
1
06/03/24
22:58
MSA
V48060
2-Hexanone
<0.380
pg/L
0.380
5.00
1
06/03/24
22:58
MSA
V48060
Isopropylben2ene
<0.180
pg/L
0.180
5.00
1
06/03/24
22:58
MSA
V48060
4-Isopropyl toluene
<0.089
pg/L
0.089
0.500
1
06/03/24
22:58
MSA
V48060
Methyl Ethyl Ketone (MEK)
<0.710
pg/L
0.710
5.00
1
06/03/24
22:58
MSA
V48060
Methyl tert-butyl ether (MTBE)
<0.140
pg/L
0.140
0.500
1
06/03/24
22:58
MSA
V48060
4-Methyl-2-Pentanone
<1.00
pg/L
1.00
5.00
1
06/03/24
22:58
MSA
V48060
Methylene Chloride
<0.330
pg/L
0.330
1.00
1
06/03/24
22:58
MSA
V48060
Naphthalene
4.27
pg/L
0.470
1.00
1
06/03/24
22:58
MSA
V48060
n-Propylbenzene
<0.190
pg/L
0.190
0.500
1
06/03/24
22:58
MSA
V48060
Styrene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:58
MSA
V48060
1,1,1,2-Tetmchloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:58
MSA
V48060
1, 1,2,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:58
MSA
V48060
Tetrachloroethene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:S8
MSA
V48060
Toluene
<0.220
pg/L
0.220
0.500
1
06/03/24
22:58
MSA
V48060
1,2,3-Trichlorotrenzene
<0.380
pg/L
0.380
2.00
1
06/03/24
22:58
MSA
V48060
1,2,4-Trlchlorobenzene
<0.310
pg/L
0.310
1.00
1
06/03/24
22:58
MSA
V48060
1,1,1-Trichloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24
22:58
MSA
V48060
1,1,2-Trichloroethane
<0.096
pg/L
0.096
0.500
1
06/03/24
22:58
MSA
V48060
Trichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24
22:58
MSA
V48060
Trichlorofluoromethane
<0.180
p9/1-
0.180
0.500
1
06/03/24
22:58
MSA
V48060
1,2,3-Trlchloropropane
<0.270
pg/L
0.270
1.00
1
06/03/24
22:58
MSA
V48060
Qualifiers/ DF
Dilution Factor
E
Result above
calibration range
Definitions 3
Estimated value
M
Minimum value
MQL
Method Quantitation limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Robert Sorgel
2923 South Tryon St. Ste 100
Chadotte , NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca I.co m
Project CDV.001
Information :
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94449 Matrix: Aqueous
Sample ID: TMW-3 Sampled: 5/29/2024 12:50
Analytical Method: 8260D Prep Batch(es): V48059 06/03/2409:00
Prep Method: 5030E
Test Results Units MDL MaL DF Date/Time By Analytical
Analyzed Batch
1,3,5-Trimethylbenzene
<0.180
pg/L
0.180
0.500
1
06/03/24 22:58 MSA
V48060
Vinyl Acetate
<1.00
pg/L
1.00
2.00
1
06/03/24 22:58 MSA
V48060
Vinyl Chloride
<0.170
pg/L
0.170
0.500
1
06/03/24 22:58 MSA
V48060
o-Xylene
<0.210
pg/L
0.210
0.500
1
06/03/24 22:58 MSA
V48060
m,p-Xylene
<0.420
pg/L
0.420
1.00
1
06/03/24 22:58 MSA
V48060
Xylene (Total)
<0.21
pg/L
0.210
0.500
1
06/03/24 22:58
V48060
Surrogate: 4-Bromofluorobenzene
100
Limits:
80-124%
1 06/03/24 22:58 MSA
V48060
Surrogate: Dibromofluoromethane
100
Limits:
75-129%
1 06/03/24 22:58 MSA
V48060
Surrogate: 1,2-Dichloroethane - d4
96.6
Limits:
63-136%
1 06/03/24 22:58 MSA
V48060
Surrogate: Toluene-d8
98.8
Limits:
77-123%
1 06/03/24 22:58 MSA
V48060
Analytical Method: 8270E
Prep Batch(es):
V48O11
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MQL
DF
Date'Time By
Analytical
Analyzed
Batch
Acenaphthene
<0.302
pg/L
0.302
2.00
1
06/03/24 20:50 AMP
V48039
Acenaphthylene
<0.297
pg/L
0.297
2.00
1
06/03/24 20:50 AMP
V48039
Aniline
<2.05
pg/L
2.05
5.00
1
06/03/24 20:50 AMP
V48039
Anthracene
<0.836
pg/L
0.836
2.00
1
06/03/24 20:50 AMP
V48039
Benzo(a)anthracene
<0.637
pg/L
0.637
2.00
1
06/03/24 20:50 AMP
V48039
Benzo(a)pyrene
<1.02
pg/L
1.02
2.00
1
06/03/24 20:50 AMP
V48039
Benzo(b)fluoranthene
<2.49
pg/L
2.49
5.00
1
06/03/24 20:50 AMP
V48039
Benzo(g,h,i)perylene
<1.01
pg/L
1.01
5.00
1
06/03/24 20:50 AMP
V48039
Qualifiers/ DF Dilution Factor
E
Result above calibration range
Definitions 3 Estimated value
M
Minimum value
MQL Method Quantitation Limit

0 Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel Report Date: 06/05/2024
2923 South Tryon St. Ste 100 Information : Received : 05/29/2024
Charlotte, NC 28203
Report Number 24-150-0014 REPORT OFANAL Y515
Lab No : 94449
Sample ID: TMW-3
Matrix:
Sampled:
Aqueous
5/29/202412:50
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date/Time
By
Analytical
Analyzed
Batch
Benzo(k)fluoranthene
<1.99
pg/L
1.99
5.00
1
06/03/24 20:50
AMP
V48039
Benzoic Add
<1.10
pg/L
1.10
10.0
1
06/03/24 20:50
AMP
V48039
Benzyl alcohol
<0.684
pg/L
0.684
5.00
1
06/03/24 20:50
AMP
V48039
Bis(2-Chloroethoxy)methane
<0.468
pg/L
0.468
5.00
1
06/03/24 20:50
AMP
V48039
Bis(2-Chloroethyl)ether
<1.04
pg/L
1.04
5.00
1
06/03/24 20:50
AMP
V48039
Bis(2-Chloroisopropyl)ether
<1.08
pg/L
1.08
5.00
1
06/03/24 20:50
AMP
V48039
Bis(2-ethylhexyl)phthalate
<3.46
pg/L
3.46
10.0
1
06/03/24 20:50
AMP
V48039
4-Bromophenyl phenyl ether
<1.11
pg/L
1.11
5.00
1
06/03/24 20:50
AMP
V48039
Butyl benzyl phthalate
<1.83
pg/L
1.83
5.00
1
06/03/24 20:50
AMP
V48039
4-Chloro-3-methylphenol
<1.18
pg/L
1.18
5.00
1
06/03/24 20:50
AMP
V48039
4-Chloroaniline
<1.33
pg/L
1.33
5.00
1
06/03/24 20:50
AMP
V48039
2-Chloronaphthalene
<1.83
pg/L
1.83
20.0
1
06/03/24 20:50
AMP
V48039
2-Chlorophenol
<0.938
pg/L
0.938
10.0
1
06/03/24 20:50
AMP
V48039
4-Chlorophenyl phenyl ether
<1.71
pg/L
1.71
5.00
1
06/03/24 20:50
AMP
V48039
Chrysene
<0.405
pg/L
0.405
2.00
1
06/03/24 20:50
AMP
V48039
Dibenz(a,h)anthracene
<0.434 M
pg/L
0.434
2.00
1
06/03/24 20:50
AMP
V48039
Dibenzofuran
<0.856
pg/L
0.856
5.00
1
06/03/24 20:50
AMP
V48039
1,2-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 20:50
AMP
V48039
1,3-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 20:50
AMP
V48039
1,4-Dichlorobenzene
<2.05
pg/L
2.05
5.00
1
06/03/24 20:50
AMP
V48039
3,3'-Dichlorobenzidine
<1.89
pg/L
1.89
5.00
1
06/03/24 20:50
AMP
V48039
2,4-Dichlorophenol
<1.46
pg/L
1.46
10.0
1
06/03/24 20:50
AMP
V48039
Qualifiers/ DF Dilution Factor E Result above calibration range
Definitions 3 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Chadotte, NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, INC 28217
Main 704.529.6364
www.waypointanalytica I.conn
REPORT OF ANAL r515
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94449
Sample ID: TMW-3
Matrix:
Sampled:
Aqueous
5/29/2024 12:50
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
OF
Date 'Time
By
Analytical
Analyzed
Batch
Diethyl phthalate
<0.745
pg/L
0.745
5.00
1
06/03/24 20:50
AMP
V48039
Dimethyl phthalate
<0.939
pg/L
0.939
5.00
1
06/03/24 20:50
AMP
V48039
2,4-Dimethylphenol
<1.57
pg/L
1.57
20.0
1
06/03/24 20:50
AMP
V48039
Di-n-butyl phthalate
<2.06
pg/L
2.06
5.00
1
06/03/24 20:50
AMP
V48039
4,6-Dinitro-2-methylphenol
<2.07
pg/L
2.07
10.0
1
06/03/24 20:50
AMP
V48039
2,4-Dinitrophenol
<1.92
pg/L
1.92
10.0
1
06/03/24 20:50
AMP
V48039
2,4-Dinitrotoluene
<1.11
pg/L
1.11
5.00
1
06/03/24 20:50
AMP
V48039
2,6-Dinitrotoluene
<0.809
pg/L
0.809
5.00
1
06/03/24 20:50
AMP
V48039
Di-n-Octyl Phthalate
<1.65
pg/L
1.65
5.00
1
06/03/24 20:50
AMP
V48039
Fluoranthene
<0.250
pg/L
0.250
2.00
1
06/03/24 20:50
AMP
V48039
Fluorene
<0.807
pg/L
0.807
2.00
1
06/03/24 20:50
AMP
V48039
Hexachlorobenzene
<0.979
pg/L
0.979
5.00
1
06/03/24 20:50
AMP
V48039
Hexachlorobutadiene
<2.73
pg/L
2.73
5.00
1
06/03/24 20:50
AMP
V48039
Hexachlorocyclopentadiene
<2.05
pg/L
2.05
5.00
1
06/03/24 20:50
AMP
V48039
Hexachloroethane
<1.76
pg/L
1.76
5.00
1
06/03/24 20:50
AMP
V48039
Indeno(1,2,3-cd)pyrene
<0.477
pg/L
0.477
2.00
1
06/03/24 20:50
AMP
V48039
Isophorone
<0.444
pg/L
0.444
5.00
1
06/03/24 20:50
AMP
V48039
1-Methylnaphthalene
<1.14
pg/L
1.14
2.00
1
06/03/24 20:50
AMP
V48039
2-Methylnaphthalene
<0.666
pg/L
0.666
2.00
1
06/03/24 20:50
AMP
V48039
2-Methylphenol
<1.15
pg/L
1.15
5.00
1
06/03/24 20:50
AMP
V48039
3&4 Methylphenol
<0.880
pg/L
0.880
10.0
1
06/03/24 20:50
AMP
V48039
Naphthalene
<0.728
pg/L
0.728
2.00
1
06/03/24 20:50
AMP
V48039
Qualifiers/ OF Dilution Factor E Result above calibration range
Definitions 1 Estimated value M Minimum value
MQL Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte, NC 28203
Report Number:24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL r515
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94449
Matrix: Aqueous
Sample ID : TMW-3
Sampled: 5/29/2024 12:50
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
OF
Date/Time By
Analytical
Analyzed
Batch
2-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24 20:50 AMP
V48039
3-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24 20:50 AMP
V48039
4-Nitroaniline
<1.53
pg/L
1.53
5.00
1
06/03/24 20:50 AMP
V48039
Nitrobenzene
<0.905
pg/L
0.905
5.00
1
06/03/24 20:50 AMP
V48039
2-Nitrophenol
<0.493
pg/L
0.493
5.00
1
06/03/24 20:50 AMP
V48039
4-Nitrophenol
<1.23
pg/L
1.23
10.0
1
06/03/24 20:50 AMP
V48039
N-Nitrosodimethylamine
<0.450
pg/L
0.450
5.00
1
06/03/24 20:50 AMP
V48039
N-Nitrosodiphenylamine
<1.10
pg/L
1.10
5.00
1
06/03/24 20:50 AMP
V48039
N-Nitroso-di-n-propylamine
<0.641
pg/L
0.641
5.00
1
06/03/24 20:50 AMP
V48039
Pentachlorophenol
<1.43
pg/L
1.43
5.00
1
06/03/24 20:50 AMP
V48039
Phenanthrene
<0.428
pg/L
0.428
2.00
1
06/03/24 20:50 AMP
V48039
Phenol
<0.651
pg/L
0.651
5.00
1
06/03/24 20:59 AMP
V48039
Pyrene
<0.434
pg/L
0.434
2.00
1
06/03/24 20:50 AMP
V48039
Pyndine
<1.20
pg/L
1.20
5.00
1
06/03/24 20:50 AMP
V48039
1,2,4-Trichlorobenzene
<2.21
pg/L
2.21
5.00
1
06/03/24 20:50 AMP
V48039
2,4,5-Thchlorophenol
<1.31
pg/L
1.31
5.00
1
06/03/24 20:50 AMP
V48039
2,4,6-Trichlorophenol
<1.32
pg/L
1.32
5.00
1
06/03/24 20:50 AMP
V48039
Surrogate: Phenol-d5
30.2
Limits:
11-100%
1 06/03/24 20:50 AMP
8270E
Surrogate: 2-Fluorobiphenyl
73.2
Limits:
44-119%
1 06/03/24 20:50 AMP
V48039
Surrogate: 2-Fluorophenol
43.0
Limits:
19-119%
1 06/03/24 20:50 AMP
V48039
Surrogate: Nitrobenzene-d5
67.6
Limits:
44-120%
1 06/03/24 20:50 AMP
V48039
Surrogate: 4-Terphenyl-d14
85.2
Limits:
50-134%
1 06/03/24 20:50 AMP
V48039
Surrogate: 2,4,6-Tnbromophenol
96.4
Limits:
43-140%
1 06/03/24 20:50 AMP
V48039
Qualifiers/ DF Dilution Factor
E
Result above calibration range
Definitions

Waypoint.0
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo i nto n a lytica I.co m
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-1S0-0014
QC Prep:
V47942
QC Analytical Batch(es): V48009,V48137
QC Prep Batch Method:
3005A
Analysis Method:
6020E
Analysis Description:
Metals Analyses
Lab Reagent Blank
LRB-V47942
Matrix: AQU
Associated Lab Samples:
94447, 94448, 94449
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Arsenic
pg/L
<0.490
0.490
1.00
05/31/24 19:50
Barium
pg/L
<3.40
3.40
10.0
05/31/24 19:50
Cadmium
pg/L
<0.150
0.150
1.00
05/31/24 19:50
Chromium
pg/L
<1.00
1.00
2.00
05/31/24 19:50
Lead
pg/L
<0.500
0.500
1.00
05/31/24 19:50
Selenium
pg/L
<2.30
2.30
5.00
06/04/2419:33
Silver
pg/L
<0.130
0.130
1.00
05/31/24 19:50
1.
Laboratory Control Sample
LCS-V47942
Spike
LCS
LCS %Rec
a/o Rec
Parameter
Units
Conc.
Result
Limits
Arsenic
pg/L
100
94.9
95.0
80-120
Barium
pg/L
100
102
102
80-120
Cadmium
pg/L
100
95.8
96.0
80-120
Chromium
pg/L
100
99.5
100
80-120
Lead
pg/L
100
97.6
98.0
80-120
Selenium
pg/L
100
91.6
92.0
80-120
Silver
pg/L
100
96.8
97.0
80-120
Matrix Spike & Matrix Spike Duplicate
V 94457-MS-V47942
V 94457-MSD-V47942
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result
Conc.
Spike
Result 0/aRec
0/aRec
Limits RPD RPD
Conc.
Arsenic
pg/L
< 0.490
100
100 95.3
95.5 95.0
96.0
75-125 0.2 20.0
Barium
pg/L
13.9
100
100 114
116 100
102
75-125 1.7 20.0
Cadmium
pg/L
< 0.150
100
100 94.2
96.4 94.0
96.0
75-125 2.3 20.0
Chromium
pg/L
< 1.00
100
100 97.7
98.5 98.0
99.0
75-125 0.8 20.0
Date: 06/05/2024 04:26 PM Page 1 of 15

Waypointa
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
vvw w.way p o i n to n a l ytica I. co m
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0014
QC Prep:
V47942
QC Analytical Batch(es): V48009,V48137
QC Prep Batch Method:
3005A
Analysis Method:
6020E
Analysis Description:
Metals Analyses
Matrix Spike & Matrix Spike Duplicate
V 944S7-MS-V47942
V 94457-MSD-V47942
MS Spike
MSD MS Result
MSD MS
MSD
%Rec
Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD
RPD
Conc.
Lead
pg/L
< 0.500 100
100 95.6
98.5 96.0
99.0
75-125 2.9
20.0
Selenium
pg/L
< 2.30 100
100 93.9
88.3 94.0
88.0
75-125 6.1
20.0
Silver
pg/L
< 0.130 100
100 95.2
97.0 95.0
97.0
75-125 1.8
20.0
. Post Digestion Spike
V 94457-PDS-V47942 _
PDS
%
Analyzed
Parameter
Units
Result
Recovery
Arsenic
pg/L
48.9
98.0
05/31/24 21:31
Barium
pg/L
58.0
102
05/31/24 21:31
Cadmium
pg/L
48.0
96.0
05/31/24 21:31
Chromium
pg/L
49.7
99.0
05/31/24 21:31
Lead
pg/L
49.3
99.0
05/31/24 21:31
Selenium
pg/L
49.7
99.0
05/31/24 21:31
Silver
pg/L
48.4
97.0
05/31/24 21:31
Date: 06/05/2024 04:26 PM Page 2 of 15

Waypoint_
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0014
QC Prep: V47879 QC Analytical Batch(es): V47969
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-V47879
Matrix: AQU
Associated Lab Samples: 94447,
94448, 94449
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Mercury (total)
mg/L
<0.00007 0.00007
0.00020
05/30/24 16:08
Laboratory Control Sample
LCS-V47879
-
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Mercury (Total)
mg/L
0.00468
0.00470
100
80-120
Matrix Spike & Matrix Spike Duplicate
V 94181-MS-V47879
V 94181-MSD-V47879
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Mercury (Total)
mg/L
0.00023 0.00468
0.00468 0.00453
0.00468 92.0
95.0 80-120 3.2 20.0
Post Digestion Spike
V 94181-PDS-V47879
PDS
%
Analyzed
Parameter
Units
Result
Recovery
Mercury (total)
mg/L
0.00241
98.0
05/30/24 16:15
Date: 06/05/2024 04:26 PM Page 3 of 15

0
Waypoint.
ANALYTICAL
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0014
QC Prep:
V48059
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypaintanalyti"l.com
Quality Control Data
Lab Reagent Blank LRB-V48059
Associated Lab Samples: 94447, 94448, 94449
Parameter
Blank MDL
Units Result
QC Analytical Batch(es): V48060
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
MQL Analyzed % % Rec
Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
06/03/24
21:45
Acrolein
pg/L
<2.00
2.00
5.00
06/03/24
21:45
Acrylonitrile
pg/L
<0.230
0.230
5.00
06/03/24
21:45
Benzene
pg/L
<0.180
0.180
0.500
06/03/24
21:45
Bromobenzene
pg/L
<0.230
0.210
0.500
06/03/24
21:45
Bromochloromethane
pg/L
<0.420
0.420
1.00
06/03/24
21:45
Bromodichloromethane
pg/L
<0.160
0.160
0.500
06/03/24
21:45
Bromoform
pg/L
<1.50
1.50
5.00
06/03/24
21:45
Bromomethane
pg/L
<0.280
0.280
1.00
06/03/24
21:45
n-Butylbenzene
pg/L
<0.185
0.185
1.00
06/03/24
21:45
sec -Butyl benzene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
tert-Butyl benzene
pg/L
<0.920
0.920
2.00
06/03/24
21:45
Carbon Disulfide
pg/L
<0.150
0.150
5.00
06/03/24
21:45
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
06/03/24
21:45
Chlorobenzene
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Chloroethane
pg/L
<0.430
0.430
1.00
06/03/24
21:45
Chloroform
pg/L
<0.220
0.220
0.500
06/03/24
21:45
Chloromethane
pg/L
<0.220
0.220
0.500
06/03/24
21:45
2-Chlorotoluene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
4-Chlorotoluene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
Di -Isopropyl Ether(DIPE)
pg/L
<0.960
0.960
5.00
06/03/24
21:45
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
06/03/24
21:45
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
06/03/24
21:45
Dibromomethane
pg/L
<0.230
0.230
0.500
06/03/24
21:45
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
06/03/24
21:45
1,3-Dichlorobenzene
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Date: 06/05/2024 04:26 PM Page 4 of 15

Waypoint.0
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0014
449 Springbrook Rd, Charlotte, INC 28217
Main 704.529.6364
www.waypointa na lytical.com
Quality Control Data
QC Prep: V48059 QC Analytical Batch(es): V48060
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V48059 Matrix: AQU
Associated Lab Samples: 94447, 94448, 94449
Blank
MDL
MQL
Analyzed
0/0 0/a Rec
Parameter
Units
Result
Recovery Limits
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
06/03/24
21:45
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
06/03/24
21:45
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
06/03/24
21:45
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
06/03/24
21:45
-
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
06/03/24
21:45
ds-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
06/03/24
21:45
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
06/03/24
21:45
1,3-Dichloropropane
pg/L
<0.130
0.130
0.500
06/03/24
21:45
2,2-Dichloropropane
pg/L
<0.210
0.210
2.00
06/03/24
21:45
1,1-Dichloropropene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
06/03/24
21:45
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
06/03/24
21:4S
Ethanol
pg/L
<42.0
42.0
200
06/03/24
21:45
Ethylbenzene
pg/L
<0.170
0.170
0.500
06/03/24
21:45
Ethyl Tertiary Butyl Ether (ETBE)
pg/L
<1.80
1.80
10.0
06/03/24
21:45
Hexachlorobutadiene
pg/L
<0.350
0.350
2.00
06/03/24
21:45
n-Hexane
pg/L
<1.30
1.30
10.0
06/03/24
21:45
2-Hexanone
pg/L
<0.380
0.380
5.00
06/03/24
21:45
Isopropylbenzene
pg/L
<0.180
0.180
5.00
06/03/24
21:45
4-Isopropyl toluene
pg/L
<0.089
0.089
0.500
06/03/24
21:45
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
06/03/24
21:45
Methyl tert-butyl ether (MTBE)
pg/L
<0.140
0.140
0.500
06/03/24
21:45
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
06/03/24
21:45
Methylene Chloride
pg/L
<0.330
0.330
1.00
06/03/24
21:45
Naphthalene
pg/L
<0.470
0.470
1.00
06/03/24
21:45
n-Propylbenzene
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Date: 06/05/2024 04:26 PM Page 5 of 15

Waypoint.0
ANALYTICAL
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V48059 QC Analytical Batch(es): V48060
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V48059 Matrix: AQU
Associated Lab Samples: 94447, 94448, 94449
Blank
MDL
MQL
Analyzed
a/a
a/o Rec
Parameter
Units
Result
Recovery
Limits
Styrene
pg/L
<0.220
0.220
0.500
06/03/24 21:45
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
06/03/24 21:45
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
06/03/24 21:45
Tetrachloroethene
pg/L
<0.220
0.220
0.500
06/03/24 21:45
Toluene
pg/L
<0.220
0.220
0.500
06/03/24 21:45
1,2,3-Tr1chlorobenzene
pg/L
<0.380
0.380
2.00
06/03/24 21:45
1,2,4-Trichlorobenzene
pg/L
<0.310
0.310
1.00
06/03/24 21:45
1,1,1-Tdchloroethane
pg/L
<0.160
0.160
0.500
06/03/24 21:45
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
06/03/24 21:45
Trichlomethene
pg/L
<0.180
0.180
0.500
06/03/24 21:45
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
06/03/24 21:45
1,2,3-Tdchloropropane
pg/L
<0.270
0.270
1.00
06/03/24 21:45
1,3,5-Tdmethylbenzene
pg/L
<0.180
0.180
0.500
06/03/24 21:45
Vinyl Acetate
pg/L
<1.00
1.00
2.00
06/03/24 21:45
Vinyl Chloride
pg/L
<0.170
0.170
0.500
06/03/24 21:45
o-Xylene
pg/L
<0.210
0.210
0.500
06/03/24 21:45
m,p-Xylene
pg/L
<0.420
0.420
1.00
06/03/24 21:45
4-Bromofluorobenzene (S)
06/03/24 21:45
99.2
80-124
Dibromofluoromethane (S)
06/03/24 21:45
101
75-129
1,2-Dichloroethane - d4 (S)
06/03/24 21:45
99.4
63-136
Toluene-d8 (S)
06/03/24 21:45
100
77-123
Laboratory Control Sample & LCSD LCS-V48059 LCSD-V48059
Spike LCS LCSD LCS LCSD a/o Rec
Parameter Units Conc. Result Result %Rec a/a Rec Limits RPD Max
RPD
Acetone pg/L 40.0 71.9 59.7 180* 149 40-166 18.5 20
* QC Fail Date: 06/OS/2024 04:26 PM Page 6 of 15

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.co m
Quality Control Data
Client ID:
Hart & Hickman
(Charlotte)
Project Description:
CDV.001
Report No:
24-1SO-0014
QC Prep:
V48059
QC Analytical Batch(es): V48060
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis
Description:
Volatile
Organic
Compounds - GC/MS
Laboratory Control Sample & LCSD
_ LCS-V48059
LCSD-V48059
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result '
%Rec
"/o Rec
Limits
RPD
Max
RPD
Acrolein
pg/L
40.0
46.9
41.0
117
103
70-130
13.4
20
Acrylonitrile
pg/L
40.0
48.4
41.1
121
103
81-127
16.3
20
Benzene
pg/L
20.0
22.5
22.3
113
112
77-128
0.8
20
Bromobenzene
pg/L
20.0
22.6
22.2
113
ill
78-129
1.7
20
Bromochloromethane
pg/L
20.0
20.7
20.2
104
101
78-135
2.4
20
Bromodichloromethane
pg/L
20.0
21.8
21.3
109
107
76-138
2.3
20
Bromoform
pg/L
20.0
20.3
19.4
102
- 97.0
71-135
4.5
20
Bromomethane
pg/L
20.0
29.0
26.1
145
131
41-168
10.5
20
n-Butylbenzene
pg/L
20.0
22.8
22.1
114
ill
68-134
3.1
20
sec -Butyl benzene
pg/L
20.0
22.5
22.4
113
112
71-131
0.4
20
tert-Butyl benzene
pg/L
20.0
21.9
22.1
110
ill
70-132
0.9
20
Carbon Disulfide
pg/L
20.0
22.7
22.6
114
113
59-135
0.4
20
Carbon Tetrachloride
pg/L
20.0
22.2
21.8
ill
109
72-142
1.8
20
Chlorobenzene
pg/L
20.0
22.3
22.3
112
112
78-119
0.0
20
Chlorodibromomethane
pg/L
20.0
22.1
22.1
ill
ill
75-134
0.0
20
Chloroethane
pg/L
20.0
29.0
27.1
145*
136
57-142
6.7
20
Chloroform
pg/L
20.0
22.2
21.4
ill
107
77-130
3.6
20
Chloromethane
pg/L
20.0
25.2
22.5
126
113
47-145
11.3
20
2-Chlorotoluene
pg/L
20.0
22.2
22.2
ill
ill
74-126
0.0
20
4-Chlorotoluene
pg/L
20.0
22.9
22.5
115
113
78-129
1.7
20
Di -Isopropyl Ether(DIPE)
pg/L
20.0
24.2
23.8
121
119
60-154
1.6
20
1,2-Dibromo-3-Chloropropane
pg/L
20.0
22.8
21.3
114
107
63-134
6.8
20
1,2-Dibromoethane
pg/L
20.0
22.6
21.7
113
109
77-135
4.0
20
Dibromomethane
pg/L
20.0
21.9
21.0
110
105
76-138
4.1
20
1,2-Dichlorobenzene
pg/L
20.0
22.9
22.4
115
112
78-128
2.2
20
1,3-Dichlorobenzene
pg/L
20.0
22.3
22.0
112
110
77-125
1.3
20
* QC Fail
Date: 06/05/2024
04:26 PM
Page
7 of 15

Waypoint
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0014
QC Prep: V48059
QC Analytical Batch(es): V48060
QC Prep Batch Method: 5030E
Analysis
Method:
8260D
Analysis
Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V48059
LCSD-V48059
Spike
LCS
LCSD
LCS
LCSD
"/o Rec
Parameter Units
Conc.
Result
Result
"/oRec
% Rec
Limits
RPD
Max
RPD
1,4-Dichlorobenzene
pg/L
20.0
22.5
22.2
113
ill
75-126
1.3
20
Dichlorodifluoromethane
pg/L
20.0
27.0
23.4
135
117
28-163
- 14.2
20
1,1-Dichloroethane
pg/L
20.0
22.6
22.6
113
113
70-130
0.0
20
1,2-Dichloroethane
pg/L
20.0
22.6
21.9
113
110
68-131
3.1
20
1,1-Dichloroethene
pg/L
20.0
22.3
22.2
112
ill
70-154
0.4
20
cis-1,2-Dichloroethene
pg/L
20.0
22.3
21.9
112
110
76-141
1.6
20
trans-1,2-Dichloroethene
pg/L
20.0
22.9
21.9
115
110
76-135
4.4
20
1,2-Dichloropropane
pg/L
20.0
22.0
21.2
110
106
77-130
3.7
20
1,3-Dichloropropane
pg/L
20.0
22.3
22.1
112
ill
76-132
0.9
20
2,2-Dichloropropane
pg/L
20.0
22.2
21.6
ill
108
29-149
2.7
20
1,1-Dichloropropene
pg/L
20.0
22.6
22.4
113
112
71-136
0.8
20
cis-1,3-Dichloropropene
pg/L
20.0
21.6
21.1
108
106
65-140
2.3
20
trans-1,3-Dichloropropene
pg/L
20.0
21.7
20.5
109
103
67-140
5.6
20
Ethanol
pg/L
500
700
632
140*
126
70-130
10.2
20
Ethylbenzene
pg/L
20.0
21.8
21.9
109
110
80-127
0.4
20
Ethyl Tertiary Butyl Ether (ETBE)
pg/L
40.0
45.9
44.7
115
112
70-130
2.6
20
Hexachlorobutadiene
pg/L
20.0
22.4
23.4
112
117
61-134
4.3
20
n-Hexane
pg/L
20.0
1915
18.5
97.5
92.5
70-130
5.2
20
2-Hexanone
pg/L
20.0
26.0
22.9
130
115
64-137
12.6
20
Isopropylbenzene
pg/L
20.0
22.4
22.4
112
112
70-130
0.0
20
4-Isopropyl toluene
pg/L
20.0
21.7
21.7
109
109
69-132
0.0
20
Methyl Ethyl Ketone (MEK)
pg/L
20.0
26.2
24.7
141*
124
71-134
13.2
20
Methyl tert-butyl ether (MTBE)
pg/L
20.0
21.4
20.8
107
104
68-135
2.8
20
4-Methyl-2-Pentanone
pg/L
20.0
24.0
22.0
120
110
69-134
8.6
20
Methylene Chloride
pg/L
20.0
24.0
23.4
120
117
73-131
2.5
20
Naphthalene
pg/L
20.0
21.7
20.6
109
103
64-136
5.2
20
* QC Fail
Date: 06/05/2024
04:26 PM
Page
8 of 15

0
Waypoint-,
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0014
QC Prep:
V48059
QC Analytical Batch(es): V48060
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis
Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V48059
LCSD-V48059
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
n-Propylbenzene
pg/L
20.0
22.4
22.1
112
ill
72-132
1.3
20
Styrene
pg/L
20.0
22.0
22.5
110
113
78-129
2.2
20
1,1,1,2-Tetrachloroethane
pg/L
20.0
22.2
21.8
ill
109
79-134
1.8
20
1,1,2,2-Tetrachloroethane
pg/L
20.0
.22.3
20.8
112
104
62-127
6.9
20
Tetrachloroethene
pg/L
20.0
22.6
22.7
113
114
80-129
0.4
20
Toluene
pg/L
20.0
21.6
21.6
108
108
76-131
0.0
20
1,2,3-Trichlorobenzene
pg/L
20.0
24.6
24.5
123
123
58-144
0.4
20
1,2,4-Trichlorobenzene
pg/L
20.0
23.2
22.7
116
114
66-139
2.1
20
1,1,1-Trichloroethane
pg/L
20.0
22.7
22.2
114
ill
75-135
2.2
20
1,1,2-Trichloroethane
pg/L
20.0
21.8
21.5
109
108
70-140
1.3
20
Trichloroethene
pg/L
20.0
22.1
21.9
ill
110
77-133
0.9
20
Trichloro0uoromethane
pg/L
20.0
24.0
21.4
120
107
62-148
11.4
20
1,2,3-Trichloropropane
pg/L
20.0
23.5
22.2
118
ill
71-127
5.6
20
1,3,5-Trimethylbenzene
pg/L
20.0
21.8
22.1
109
ill
75-131
1.3
20
Vinyl Acetate
pg/L
20.0
23.4
20.9
117
105
34-167
11.2
20
Vinyl Chloride
pg/L
20.0
25.7
22.7
129
114
57-141
12.3
20
o-Xylene
pg/L
20.0
22.4
22.2
112
ill
78-128
0.8
20
m,p-Xylene
pg/L
40.0
45.4
45.6
114
114
77-133
0.4
20
4-Bromo0uorobenzene (S)
96.6
98.2
80-124
Dibromo0uoromethane (S)
98.0
96.6
75-129
1,2-Dichloroethane - d4 (S)
100
98.2
63-136
Toluene -dB (S)
100
102
77-123
Date: 06/05/2024 04:26 PM Page 9 of 15

Waypoint,.
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi nta na lytica I.co m
Quality Control Data
QC Prep: V48011 QC Analytical Batch(es): V48039
QC Prep Batch Method: 3510C Analysis Method: 8270E
Analysis Description: Semivolatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V48011
Associated Lab Samples: 94447, 94448, 94449
Parameter
Blank MDL
Units Result
Matrix: AQU
MQL Analyzed % % Rec
Recovery Limits
Acenaphthene
pg/L
<0.302
0.302
2.00
06/03/24
16:54
Acenaphthylene
pg/L
<0.297
0.297
2.00
06/03/24
16:54
Aniline
pg/L
<2.05
2.05
5.00
06/03/24
16:54
Anthracene
pg/L
<0.836
0.836
2.00
06/03/24
16:54
Benzo(a)anthracene
pg/L
<0.637
0.637
2.00
06/03/24
16:54
Benzo(a)pyrene
pg/L
<1.02
1.02
2.00
06/03/24
16:54
Benzo(b)fluoranthene
pg/L
<2.49
2.49
5.00
06/03/24
16:54
Benzo(g,h,i)perylene
pg/L
<1.01
1.01
5.00
06/03/24
16:54
Benzo(k)fluoranthene
pg/L
<1.99
1.99
5.00
06/03/24
16:54
Benzoic Acid
pg/L
<1.10
1.10
10.0
06/03/24
16:54
Benzyl alcohol
pg/L
<0.684
0.684
5.00
06/03/24
16:54
Bis(2-Chloroethoxy)methane
pg/L
<0.468
0.468
5.00
06/03/24
16:54
Bis(2-Chloroethyl)ether
pg/L
<1.04
1.04
5.00
06/03/24
16:54
Bis(2-Chloroisopropyl)ether
pg/L
<3.08
1.08
5.00
06/03/24
16:54
Bis(2-ethylhexyl)phthalate
pg/L
<3.46
3.46
10.0
06/03/24
16:54
4-Bromophenyl phenyl ether
pg/L
<1.11
1.11
5.00
06/03/24
16:54
Butyl benzyl phthalate
pg/L
<1.83
1.83
5.00
06/03/24
16:54
4-Chloro-3-methylphenol
pg/L
<1.18
1.18
5.00
06/03/24
16:54
4-Chloroaniline
pg/L
<1.33
1.33
5.00
06/03/24
16:54
2-Chloronaphthalene
pg/L
<1.83
1.83
20.0
06/03/24
16:54
2-Chlorophenol
pg/L
<0.938
0.938
10.0
06/03/24
16:54
4-Chlorophenyl phenyl ether
pg/L
<1.71
1.71
5.00
06/03/24
16:54
Chrysene
pg/L
<0.405
0.405
2.00
06/03/24
16:54
Dibenz(a,h)anthracene
pg/L
<0.434
0.434
2.00
06/03/24
16:54
Dibenzofuran
pg/L
<0.856
0.856
5.00
06/03/24
16:54
1,2-Dichlorobenzene
pg/L
<2.00
2.00
5.00
06/03/24
16:54
1,3-Dichlorobenzene
pg/L
<2.00
2.00
5.00
06/03/24
16:54
Date: 06/05/2024 04:26 PM Page 10 of 15

Waypoint.
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0014
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo inta nalytical.com
Quality Control Data
QC Prep: V48011 QC Analytical Batch(es): V48039
QC Prep Batch Method: 3510C Analysis Method: 8270E
Analysis Description: Semivolatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V48011
Associated Lab Samples: 94447, 94448, 94449
Parameter
Blank MDL
Units Result
Matrix: AQU
MQL Analyzed o/a % Rec
Recovery Limits
1,4-Dichlorobenzene
pg/L
<2.05
2.05
5.00
06/03/24
16:54
3,3'-Dichlorobenzidine
pg/L
<1.89
1.89
5.00
06/03/24
16:54
2,4-Dichlorophenol
pg/L
<1.46
1.46
10.0
06/03/24
16:54
Diethyl phthalate
pg/L
<0.745
0.745
5.00
06/03/24
16:54
Dimethyl phthalate
pg/L
<0.939
0.939
5.00
06/03/24
16:54
2,4-Dimethylphenol
pg/L
<1.57
1.57
20.0
06/03/24
16:54
Di-n-butyl phthalate
pg/L
<2.06
2.06
5.00
06/03/24
16:54
4,6-Dinitro-2-methylphenol
pg/L
<2.07
2.07
10.0
06/03/24
16:54
2,4-Dinitrophenol
pg/L
<1.92
1.92
10.0
06/03/24
16:54
2,4-Dinitrotoluene
pg/L
<1.11
1.11
5.00
06/03/24
16:54
2,6-Dinitrotoluene
pg/L
<0.809
0.809
5.00
06/03/24
16:54
Di-n-Octyl Phthalate
pg/L
<1.65
1.65
5.00
06/03/24
16:54
Fluoranthene
pg/L
<0.250
0.250
2.00
06/03/24
16:54
Fluorene
pg/L
<0.807
0.807
2.00
06/03/24
16:54
Hexachlorobenzene
pg/L
<0.979
0.979
5.00
06/03/24
16:54
Hexachlorobutadiene
pg/L
<2.73
2.73
5.00
06/03/24
16:54
Hexachlorocyclopentadiene
pg/L
<2.05
2.05
5.00
06/03/24
16:54
Hexachloroethane
pg/L
<1.76
1.76
5.00
06/03/24
16:54
Indeno(1,2,3-cd)pyrene
pg/L
<0.477
0.477
2.00
06/03/24
16:54
Isophorone
pg/L
<0.444
0.444
5.00
06/03/24
16:54
1-Methylnaphthalene
pg/L
<1.14
1.14
2.00
06/03/24
16:54
2-Methylnaphthalene
pg/L
<0.666
0.666
2.00
06/03/24
16:54
2-Methylphenol
pg/L
<1.15
1.15
5.00
06/03/24
16:54
3&4 Methylphenol
pg/L
<0.880
0.880
10.0
06/03/24
16:54
Naphthalene
pg/L
<0.728
0.728
2.00
06/03/24
16:54
2-Nitroaniline
pg/L
<1.39
1.39
5.00
06/03/24
16:54
3-Nitroaniline
pg/L
<1.39
1.39
5.00
06/03/24
16:54
Date: 06/05/2024 04:26 PM Page 11 of 15

0
Waypo' nt 449 Springbrook Rd, Charlotte, .5 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-ISO-0014
QC Prep: V48011 QC Analytical Batch(es): V48039
QC Prep Batch Method: 3510C Analysis Method: 8270E
Analysis Description: Semivolatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V48011
Matrix: AQU
Associated Lab Samples:
94447, 94448, 94449
Blank
MDL
MQL
Analyzed
a/a
a/a Rec
Parameter
Units
Result
Recovery
Limits
4-Nitroaniline
pg/L
<1.53
1.53
5.00
06/03/24 16:54
Nitrobenzene
pg/L
<0.905
0.905
5.00
06/03/24 16:54
2-Nitrophenol
pg/L
<0.493
0.493
5.00
06/03/24 16:54
4-Nitrophenol
pg/L
<1.23
1.23
10.0
06/03/24 16:54
N-Nitrosodimethylamine
pg/L
<0.450
0.450
5.00
06/03/24 16:54
N-Nitrosodiphenylamine
pg/L
<1.10
1.10
5.00
06/03/24 16:54
N-Nitroso-di-n-propylamine
pg/L
<0.641
0.641
5.00
06/03/24 16:54
Pentachlorophenol
pg/L
<1.43
1.43
5.00
06/03/24 16:54
Phenanthrene
pg/L
<0.428
0.428
2.00
06/03/2416:54
Phenol
pg/L
<0.651
0.651
5.00
06/03/24 16:54
Pyrene
pg/L
<0.434
0.434
2.00
06/03/2416:54
Pyridine
pg/L
<1.20
1.20
5.00
06/03/2416:54
1,2,4-Trichlorobenzene
pg/L
<2.21
2.21
5.00
06/03/24 16:54
2,4,5-Trichlorophenol
pg/L
<1.31
1.31
5.00
06/03/24 16:54
2,4,6-Trichlorophenol
pg/L
<1.32
1.32
5.00
06/03/24 16:54
2-Fluorobiphenyl(S)
06/03/24 16:54
80.6
44-119
2-Fluorophenol(S)
06/03/24 16:54
49.5
19-119
Nitrobenzene-d5 (S)
06/03/24 16:54
80.0
44-120
4-Terphenyl-d14 (5)
06/03/24 16:54
86.6
50-134
2,4,6-Tribromophenol (S)
06/03/24 16:54
98.9
43-140
Phenol-d5 (5)
06/03/24 16:54
32.3
11-100
Laboratory Control Sample & LCSD LCS-V48011 LCSD-V48011
Spike LCS LCSD LCS LCSD a/o Rec
Parameter Units Conc. Result Result %Rec % Rec Limits RPD Max
RPD
Acenaphthene
pg/L 50.0 39.5 39.8
79.0 79.6 38-117 0.7 20.0
Date: 06/05/2024 04:26 PM Page 12 of 15

Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointa na lytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0014
QC Prep:
V48011
QC Analytical Batch(es): V48039
QC Prep Batch Method:
3510C
Analysis
Method:
8270E
Analysis
Description:
Semlvolatile Organic
Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V48011
LCSD-V48011
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
Acenaphthylene
pg/L
50.0
41.7
41.1
83.4
82.2
41-130
1.4
20.0
Aniline
pg/L
50.0
53.7
48.9
107
97.8
12-197
9.3
20.0
Anthracene
pg/L
50.0
42.8
45.0
85.6
90.0
57-123
5.0
20.0
Benzo(a)anthracene
pg/L
50.0
39.4
40.9
78.8
81.8
58-125
3.7
20.0
Benzo(a)pyrene
pg/L
50.0
50.2
52.5
100
105
54-126
4.4
20.0
Benzo(b)0uoranthene
pg/L
50.0
46.9
48.3
93.8
96.6
53-131
2.9
20.0
Benzo(g,h,i)perylene
pg/L
50.0
48.5
48.6
97.0
97.2
50-134
0.2
20.0
Benzo(k)0uoranthene
pg/L
50.0
41.8
44.9
83.6
89.8
53-131
7.1
20.0
Benzoic Acid
pg/L
50.0
21.2
26.1
42.4
52.2
10-125
20.7*
20.0
Benzyl alcohol
pg/L
50.0
35.3
36.1
70.6
72.2
31-112
2.2
20.0
Bis(2-Chloroethoxy)methane
pg/L
50.0
36.2
38.1
72.4
76.2
48-120
5.1
20.0
Bis(2-Chloroethyl)ether
pg/L
50.0
30.5
32.2
61.0
64.4
43-118
5.4
20.0
Bis(2-Chloroisopropyl)ether
pg/L
50.0
31.6
32.6
63.2
65.2
37-130
3.1
20.0
Bis(2-ethylhexyl)phthalate
pg/L
50.0
47.0
48.9
94.0
97.8
55-135
3.9
20.0
4-Bromophenyl phenyl ether
pg/L
50.0
39.0
42.3
78.0
84.6
SS-124
8.1
20.0
Butyl benzyl phthalate
pg/L
50.0
44.4
46.6
88.8
93.2
53-134
4.8
20.0
4-Chloro-3-methylphenol
pg/L
50.0
41.2
42.9
82.4
85.8
52-119
4.0
20.0
4-Chloroaniline
pg/L
50.0
43.6
45.3
87.2
90.6
33-117
3.8
20.0
2-Chloronaphthalene
pg/L
50.0
36.8
36.4
73.6
72.8
40-116
1.0
20.0
2-Chlorophenol
pg/L
50.0
34.7
34.2
69.4
68.4
38-117
1.4
20.0
4-Chlorophenyl phenyl ether
pg/L
50.0
38.1
39.7
76.2
79.4
53-121
4.1
20.0
Chrysene
pg/L
50.0
42.4
46.4
84.8
92.8
59-123
9.0
20.0
Dibenz(a,h)anthracene
pg/L
50.0
22.8
38.2
45.6*
76.4
51-134
50.4*
20.0
Dibenzofuran
pg/L
50.0
42.1
42.1
84.2
84.2
53-118
0.0
20.0
1,2-Dichlorobenzene
pg/L
50.0
28.4
29.4
56.8
58.8
32-111
3.4
20.0
1,3-Dichlorobenzene
pg/L
50.0
27.3
29.3
54.6
58.6
28-110
7.0
20.0
* QC Fail
Date: 06/05/2024
04:26 PM
Page 13
of 15

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Waypoeint.0
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointa nalytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0014
QC Prep:
V48011
QC Analytical Batch(es): V48039
QC Prep Batch Method:
3510C
Analysis
Method:
8270E
Analysis
Description:
Semivolatile Organic
Compounds
- GC/MS
Laboratory Control Sample & LCSD
LCS-V48011
LCSD-V48011
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
"/oRec
% Rec
Limits
RPD
Max
RPD
3-Nitroaniline
pg/L
50.0
46.6
51.4
93.2
103
41-128
9.7
20.0
4-Nitroaniline
pg/L
50.0
45.5
47.5
91.0
95.0
45-135
4.3
20.0
Nitrobenzene
pg/L
50.0
34.3
36.1
68.6
72.2
45-121
5.1
20.0
2-Nitrophenol
pg/L
50.0
39.3
42.9
78.6
85.8
47-123
8.7
2b.0
4-Nitrophenol
pg/L
50.0
20.8
22.1
41.6
44.2
10-105
6.0
20.0
N-Nitrosodimethylamine
pg/L
50.0
21.0
21.9
42.0
43.8
10-119
4.1
20.0
N-Nitrosodiphenylamine
pg/L
50.0
51.6
55.1
103
110
51-123
6.5
20.0
N-Nitroso-di-n-propylamine
pg/L
50.0
38.3
40.7
76.6
81.4
49-119
6.0
20.0
Pentachlorophenol
pg/L
50.0
52.2
55.7
104
111
35-138
6.4
20.0
Phenanthrene
pg/L
50.0
42.6
44.7
85.2
89.4
59-120
4.8
20.0
Phenol
pg/L
50.0
16.4
16.4
32.8
32.8
12-58
0.0
20.0
Pyrene
pg/L
50.0
42.2
44.3
84.4
88.6
57-126
4.8
20.0
Pyridine
pg/L
50.0
9.11
9.05
18.2
18.1
10-80
0.6
20.0
1,2,4-Trichlorobenzene
pg/L
50.0
30.8
31.1
61.6
62.2
29-126
0.9
20.0
2,4,5-Trichlorophenol
pg/L
50.0
39.1
40.8
78.2
81.6
53-123
4.2
20.0
2,4,6-Trichlorophenol
pg/L
50.0
42.7
42.8
85.4
85.6
50-125
0.2
20.0
2-Fluorobiphenyl (S)
74.4
75.2
44-119
2-Fluorophenol(S)
43.5
43.8
19-119
Nitrobenzene-d5 (S)
70.2
74.8
44-120
4-Terphenyl-d14 (S)
81.8
83.4
50-134
2,4,6-Tdbromophenol(S)
97.4
102
43-140
Phenol-d5 (S)
30.3
29.9
11-100
Date: 06/05/2024 04:26 PM Page 15 of 15

(D
Way poant.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
Shipment Receipt Form
Customer Number: 01102
Customer Name: Hart & Hickman (Charlotte)
Report Number: 24-150.0014
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS (# Client 0 Courier
0 Other:
Thermometer ID:
JIRT155.13C
Shipping container/cooler uncompromised?
(§) Yes
0 No
Number of coolers/boxes received
Custody seals intact on shipping container/cooler?
0 Yes
0 No
# Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
# Not Present
Chain of Custody (COC) present?
Yes
0 No
COC agrees with sample label(s)?
0 Yes
0 No
COC properly completed
Yes
0 No
Samples in proper containers?
(0) Yes
0 No
Sample containers intact?
Q Yes
0 No
Sufficient sample volume for indicated test(s)?
0 Yes
0 No
All samples received within holding time?
# Yes
0 No
Cooler temperature in compliance?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes
0 No
Water - Sample containers properly preserved
# Yes
0 No
0 N/A
Water - VOA vials free of headspace
* Yes
0 No
0 N/A
Trip Blanks received with VOAs
0 Yes
* No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
# N/A
r- High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low cone pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
0 Yes
# No
Comments
Signature: ngelo Norvell i Date & Time: 05/29/2024 15:54:50

T
Waypoint
ANALYTICAL
449 Springbrook Road • Charlotte. NC 28217
Phone [phone] • FAx [phone]
Client Company Name:_ I (". !�kliiT
Report To/Contact Name —
Reporting Address. ; � S •)
L her 10 "r (. 94aol
GNAIN OF CUSTODY RECORD
PAGE I OF ( ouOTE a TOENSURE PROPER BILLING: ,J YES NO WA
t�---''-- Samples INTACT upon riv aral? _
Project Name: C V '� _ Deceived IN ICE?
Short Hold Analysis (Yes) &qr UST Project: (Y") PROPER PRESERVATIVES Indlrated7 _
_
*Please ATTACH any project Specific reporting (QC LEVEL 11101 IV)Received WITHIN HOLDING TIMES?
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Invoice To: L'I[ I hV i•LY4hNe /1W iril fl\MLA .l Qh VOLATILES reed WIOUT HEADSPACE7
Address. PROPER CONTAI us d7 �K
V1C-- _ - _--- TEMP: Therm 10: Ohservad J (�_•C /CMG44 •C�
Phone: _.-56 -OpC FaI (VpNNo): ��
Purchase Order No./Billing Reference TO BE FILLED IN BY CLIENTBAMPLING PERSONNEL
Email Address. _ ; 'jtr a rOM A(AN •1,LrlNRML
ReQue,led Due Date J 1 Da J 2 D J 0 Days J 4 D JYD
Y ays ays aYs it; �}-' Certification: NC SC_
EDD Type: PDF Excevy_�odw
"Working Days" JS_q Days IJ Standard 10 days JRueh Work Be 1
Other_ WA
SiteLocationName: L17 '
SamplesrecehadeRer15:00YYWaprocessedneMbusines,day 1j 4T1 . -
Site Location Physical Address:
Turnaround Urre is based on business days, eauuding Weekends and Wilder Water Chlorinated: YES-- NO
�l
BEE REVERSE FOR TaNBa ►CONDRIONS REGARDINGaERVN:E6 K I
Samplas lead Upon Collection: YES_V— NO_
RENDERED BY WAYPOWT ANALYTICAL. LLC To euENTI
TIME
MATRON
SAMPLE CONTAINER
ANALYSIS REPUESTED
CLIENT
SAMPLE DESCRIPTIONCOLLECTED
DATE
COLLECTED
MILITARY
(ML
FOR
PRESERVA•
i1VE3
REMARKS
\ yyll•'
DNO
`TYPENO
SIZE
HOURS
8 WELOW
a
- 11��■���Ir�ll1102 °;
Hart d Hickmsn IChadofte, 151615
CDV001
Sampler's Sgnature Sampled By (Print Name) IL c /yl Affiliation .T
Upon relinquishing, this Chain of Iguidody Is your out a rizadon for Waypn'nt AnatyNcal to pr4basid with the analyses as requested above. Any Changes must be Sib Arrival Thns:
submuted In writing to the Weypolm AmNfical Project Manager. Them will be charges for any changes eflN analyses have boon Initialized.
ReNrgwN)CI6Y I airel ReceAea BY 1 1 Dab AddNWnel CDITRrterKs: 91Y Departure:
1T� 5
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Method d SNpnNra NOTE. ALL SAMPLE COatitE e—g L0 BE TAPED SHUT WIT
SEALS FOR TRAN TDN To THE LABORATDRY t ^+
�PLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC
UNTIL RECEIVED AT THE LABORATORY
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Waypoint..
ANALYTICAL
6/5/2024
Hart & Hickman (Charlotte)
Robert Sorgel
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 24-150-0015
Client Project Description: CDV.001
Dear Robert Sorgel:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/29/2024 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a, ---I
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointan a lytica I.co m
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2024
North Carolina
State Program
402
12/31/2024
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2024
Page 1 of 1 00016/24-150-0015

0WayPoint 4495pringbrook Rd, Charlotte, .5 28317
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 24-150-0015
Client Project Description: CDV.001
Lab No Client Sample ID
Matrix Date Collected Date Received
94450 TMW-4 Aqueous 05/29/2024 11:55 05/29/2024 15:16

0WayPoint 449 Springbrook Rd, Charlotte, .5 28364
Main 704.529.6364
ANALYTICAL www.waypointanalocal.com
Summary of Detected Analytes
Project: CDV.001
Report Number: 24-150-0015
Client Sample ID
Lab Sample ID
Method
Parameters
Result Units Report Limit
Analyzed Qualifiers
TMW-4
V 94450
6020B
Barium
8260D
Acetone
8260D
Chloroform
8260D
Naphthalene
8260D
Tetrachloroethene
50.2
pg/L
3AO
OS/31202420:24
2.13
p9/L
1.80
06/03202423:23 J
0.734
pg/L
0.220
06/032024 23:23
0.984
pg/L
OA70
06/032024 23:23 1
3.67
pg/L
0.220
06/03/2024 23:23

Waypoint_
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.way pointana lyti ca Isom
Client: Hart & Hickman (Charlotte) CASE NARRATIVE
Project: CDV.001
Lab Report Number: 24-150-0015
Date: 6/5/2024
Volatile Organic Compounds - GC/MS Method 8260D
Analyte: 2-Butanone
QC Batch No: V48060N48059
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: Acetone
QC Batch No: V4806ON48059
This target analyte was flagged for recoveries outside QC limits in the associated LCS. Results should be
considered estimated due to the potential for a high bias.
Analyte: Chloroethane
QC Batch No: V4806ON48059
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Analyte: Ethanol
QC Batch No: V4806ON48059
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Semivolatile Organic Compounds - GC/MS Method 8270E
Analyte: Aniline
QC Batch No: V48039N48011
Target analyte did not meet calibration verification criteria. Analysis of a low level check demonstrated that there
was adequate sensitivity to report this compound at the laboratory reporting limit as non -detect.
Analyte: Benzoic Acid
QC Batch No: V48039N48011
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Dibenz(a,h)anthracene
QC Batch No: V48039N48011
This target analyte was flagged for recoveries outside QC limits in the associated LCS/LCSD. Data for this
analyte is flagged "M" to indicate that results should be considered minimum concentration due to the potential for
a low bias.
Analyte: Dibenz(a,h)anthracene
QC Batch No: V48039N48011
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.

0
Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte, NC 28203
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica I.com
Report Number : 24-150-0015 REPORT OF ANAL Y515
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94450 Matrix: Aqueous
Sample ID: TMW-4 Sampled: 5/29/2024 11:55
Test Results Units MDL MOL DF Date ITime By Analytical
Analyzed Method
Arsenic
<0.490
pg/L
0.490
1.00
1
05/31/24 20:24 NPC
6020E
Barium
50.2
pg/L
3.40
10.0
1
05/31/24 20:24 NPC
6020B
Cadmium
<0.150
pg/L
0.150
1.00
1
05/31/24 20:24 NPC
60208
Chromium
<1.00
pg/L
1.00
2.00
1
65/31/24 20:24 NPC
6020E
Lead
<0.500
pg/L
0.500
1.00
1
05/31/24 20:24 NPC
6020E
Mercury (Total) <0.00007
mg/L
0.00007 0.00020
1
05/30/24 16:56 NPC
7470A
Selenium
<2.30
pg/L
2.30
5.00
1
06/04/24 20:27 NPC
6020B
Silver
<0.130
pg/L
0.130
1.00
1
05/31/24 20:24 NPC
6020B
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24
10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date Time By
Analytical
Analyzed
Batch
Hexachlorocydopentadiene
<2.05
p9/1-
2.05
5.00
1
06/03/24 20:26 AMP
V48039
Surrogate: Phenol-d5
29.3
Limits:
11-100%
1 06/03/24 20:26 AMP
8270E
Surrogate: 2-Ruorobiphenyl
76.8
Limits:
44-119%
1 06/03/24 20:26 AMP
V48039
Surrogate: 2-Ruorophenol
45.7
Limits:
19-119%
1 06/03/24 20:26 AMP
V48039
Surrogate: Nitrobenzene-d5
74.4
Limits:
44-120%
1 06/03/24 20:26 AMP
V48039
Surrogate: 4-Terphenyl-d14
88.6
Limits:
50-134%
1 06/03/24 20:26 AMP
V48039
Surrogate: 2,4,6-Tribromophenol
94.9
Limits:
43-140%
1 06/03/24 20:26 AMP
V48039
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions M Minimum value
MQL
Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
Report Number:24-150-0015
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OFANALYSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94450
Matrix:
Aqueous
Sample ID : TMW-4
Sampled:
5/29/2024 11:55
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24
09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
2.13 3
pg/L
1.80
5.00
1
06/03/24 23:23
MSA
V48060
Acrolein
<2.00
p9/L
2.00
5.00
1
06/03/24 23:23
MSA
V48060
Acrylonitrile
<0.230
pg/L
0.230
5.00
1
06/03/24 23:23
MSA
V48060
Benzene
<0.180
p9/L
0.180
0.500
1
06/03/24 23:23
MSA
V48060
Bromobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24 23:23
MSA
V48060
Bromochloromethane
<0.420
pg/L
0.420
1.00
1
06/03/24 23:23
MSA
V48060
Bromodichloromethane
<0.160
pg/L
0.160
0.500
1
06/03/24 23:23
MSA
V48060
Bromoform
<1.50
pg/L
1.50
5.00
1
06/03/24 23:23
MSA
V48060
Bromomethane
<0.280
pg/L
0.280
1.00
1
06/03/24 23:23
MSA
V48060
n-Butylbenzene
<0.185
pg/L
0.185
1.00
1
06/03/24 23:23
MSA
V48060
sec -Butyl benzene
<0.200
pg/L
0.200
0.500
1
06/03/24 23:23
MSA
V48060
tert-Butyl benzene
<0.920
p9/L
0.920
2.00
1
06/03/24 23:23
MSA
V48060
Carbon Disulfide
<0.150
pg/L
0.150
5.00
1
06/03/24 23:23
MSA
V48060
Carbon Tetrachloride
<0.180
pg/L
0.180
O.S00
1
06/03/24 23:23
MSA
V48060
Chlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24 23:23
MSA
V48060
Chlorodibromomethane
<0.190
pg/L
0.190
0.500
1
06/03/24 23:23
MSA
V48060
Chloroethane
<0.430
pg/L
0.430
1.00
1
06/03/24 23:23
MSA
V48060
Chloroform
0.734
p9/L
0.220
0.500
1
06/03/24 23:23
MSA
V48060
Chloromethane
<0.220
p9/L
0.220
0.500
1
06/03/24 23:23
MSA
V48060
2-Chlorotoluene
<0.200
p9/L
0.200
0.500
1
06/03/24 23:23
MSA
V48060
4-Chlorotoluene
<0.200
p9/L
0.200
0.500
1
06/03/24 23:23
MSA
V48060
Di -Isopropyl Ether (DIPE)
<0.960
pg/L
0.960
5.00
1
06/03/24 23:23
MSA
V48060
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions M Minimum value
MQL
Method Quantitation
Limit

Waypoint.
ANALYTICAL
01102
Hart A Hidanan (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte, NC 28203
Report Number 24-150-0015
Lab No : 94450
Sample ID TMW-4
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica I.com
REPORT OF ANAL Y5I5
Report Date : 06/05/2024
Received : 05/29/2024
Matrix: Aqueous
Sampled: 5 / 29/ 2024 11:55
Analytical Method: 8260D
Prep Method: 5030E
Test
Results
Prep Batch(es):
Units
V48059
MDL
06j 03, 24
MOL
09:00
DF
Date/Time
Analyzed
By
Analytical
Batch
1,2-Dibromo-3-Chloropropane
<1.10
pg/L
1.10
2.00
1
06/03/24 23:23
MSA
V48060
1,2-Dibromoethane
<0.200
pg/L
0.200
0.500
1
06/03/24 23:23
MSA
V48060
Dibromomethane
<0.230
pg/L
0.230
0.500
1
06/03/24 23:23
MSA
V48060
1,2-Dichlorobenzene
<0.220
pg/L
0.220
0.500
1
06/03/24 23:23
MSA
V48060
1,3-Dichlorobenzene
<0.190
pg/L
0.190
0.500
1
06/03/24 23:23
MSA
V48060
1,4-Dichlorobenzene
<0.210
pg/L
0.210
0.500
1
06/03/24 23:23
MSA
V48060
Dichlorodifluoromethane
<1.20
pg/L
1.20
5.00
1
06/03/24 23:23
MSA
V48060
1,1-Dichloroethane
<0.240
pg/L
0.240
0.500
1
06/03/24 23:23
MSA
V48060
1,2-Dichloroethane
<0.150
pg/L
0.150
0.500
1
06/03/24 23:23
MSA
V48060
1,1-Dichloroethene
<0.150
pg/L
0.150
0.500
1
06/03/24 23:23
MSA
V48060
cis-1,2-Dichloroethene
<0.200
pg/L
0.200
0.500
1
06/03/24 23:23
MSA
V48060
trans-1,2-Dichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24 23:23
MSA
V48060
1,2-Dichloropropane
<0.190
pg/L
0.190
0.500
1
06/03/24 23:23
MSA
V48060
1,3-Dichloropropane
<0.130
pg/L
0.130
0.500
1
06/03/24 23:23
MSA
V48060
2,2-Dichloropropane
<0.210
pg/L
0.210
2.00
1
06/03/24 23:23
MSA
V48060
1,1-Dichloropropene
<0.200
pg/L
0.200
0.500
1
06/03/24 23:23
MSA
V48060
cis-1,3-Dichloropropene
<0.210
pg/L
0.210
0.500
1
06/03/24 23:23
MSA
V48060
trans-1,3-Dichloropropene
<0.150
pg/L
0.150
0.500
1
06/03/24 23:23
MSA
V48060
Ethanol
<42.0
pg/L
42.0
200
1
06/03/24 23:23
MSA
V48060
Ethylbenzene
<0.170
pg/L
0.170
0.500
1
06/03/24 23:23
MSA
V48060
Ethyl Tertiary Butyl Ether (EfBE)
<1.80
pg/L
1.80
10.0
1
06/03/24 23:23
MSA
V48060
Hexachlorobutadiene
<0.350
pg/L
0.350
2.00
1
06/03/24 23:23
MSA
V48060
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions M Minimum value
MQL
Method Quantitation
Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number: 24-150-0015
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94450
Sample ID: TMW-4
Matrix:
Sampled:
Aqueous
5/29/2024 11:55
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24 09:00
Prep Method: 5030B
Test
Results
Units
MDL
MDL
DF
Date / Time
By
Analytical
Analyzed
Batch
n-Hexane
<1.30
pg/L
1.30
10.0
1
06/03/24 23:23
MSA
V48060
2-Hexanone
<0.380
pg/L
0.380
5.00
1
06/03/24 23:23
MSA
V48060
Isopropylbenzene
<0.180
pg/L
0.180
5.00
1
06/03/24 23:23
MSA
V48060
4-1sopropyl toluene
<0.089
pg/L
0.089
0.500
1
06/03/24 23:23
MSA
V48060
Methyl Ethyl Ketone (MEK)
<0.710
pg/L
0.710
5.00
1
06/03/24 23:23
MSA
V48060
Methyl tert-butyl ether (MTBE)
<0.140
pg/L
0.140
0.500
1
06/03/24 23:23
MSA
V48060
4-Methyl-2-Pentanone
<1.00
pg/L
1.00
5.00
1
06/03/24 23:23
MSA
V48060
Methylene Chloride
<0.330
pg/L
0.330
1.00
1
06/03/24 23:23
MSA
V48060
Naphthalene
0.9843
pg/L
0.470
1.00
1
06/03/24 23:23
MSA
V48060
n-Propylbenzene
<0.190
pg/L
0.190
0.500
1
06/03/24 23:23
MSA
V48060
Styrene
<0.220
pg/L
0.220
0.500
1
06/03/24 23:23
MSA
V48060
1,1,1,2-Tetrachloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24 23:23
MSA
V48060
1, 1,2,2-Tetrachloroethane
<0.160
pg/L
0.160
0,500
1
06/03/24 23:23
MSA
V48060
Tetrachloroethene
3.67
pg/L
0.220
0.500
1
06/03/24 23:23
MSA
V48060
Toluene
<0.220
pg/L
0.220
0.500
1
06/03/24 23:23
MSA
V48060
1,2,3-Trichlorobenzene
<0.380
pg/L
0.380
2.00
1
06/03/24 23:23
MSA
V48060
1,2,4-Trichlorobenzene
<0.310
p9/L
0.310
1.00
1
06/03/24 23:23
MSA
V48060
1, 1, 1-Tri chloroethane
<0.160
pg/L
0.160
0.500
1
06/03/24 23:23
MSA
V48060
1,1,2-Trichloroethane
<0.096
pg/L
0.096
0.500
1
06/03/24 23:23
MSA
V48060
Trichloroethene
<0.180
pg/L
0.180
0.500
1
06/03/24 23:23
MSA
V48060
Trichlorofluoromethane
<0.180
pg/L
0.180
0.500
1
06/03/24 23:23
MSA
V48060
1,2,3-Trichloropropane
<0.270
pg/L
0.270
1.00
1
06/03/24 23:23
MSA
V48060
Qualifiers/ DF Dilution Factor l Estimated value
Definitions M Minimum value MQL Method Quantitabon Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
Report Number:24-150-0015
Lab No : 94450
Sample ID: TMW-4
449 Springbrook Rd, Charlotte, NC 28227
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Matrix: Aqueous
Sampled: 5/ 29/ 2024 11:55
Analytical Method: 8260D
Prep Batch(es):
V48059
06/03/24 09:00
Prep Method: 50308
Test
Results
Units
MDL
MOL
DF
Date ITime By
Analytical
Analyzed
Batch
1,3,5-Trimethylbenzene
<0.180
pg/L
0.180
0.500
1
06/03/24 23:23 MSA
V48060
Vinyl Acetate
<1.00
pg/L
1.00
2.00
1
06/03/24 23:23 MSA
V48060
Vinyl Chloride
<0.170
pg/L
0.170
0.500
1
06/03/24 23:23 MSA
V48060
o-Xylene
<0.210
pg/L
0.210
0.500
1
06/03/24 23:23 MSA
V48060
m,p-Xylene
<0.420
pg/L
0.420
1.00
1
06/03/24 23:23 MSA
V48060
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
06/03/24 23:23
V48060
Surrogate: 4-Bromofluorobenzene
96.2
Limits:
80-124%
1 06/03/24 23:23 MSA
V48060
Surrogate: Dibromofluoromethane
99.8
Limits:
75-129%
1 06/03/24 23:23 MSA
V48060
Surrogate: 1,2-Dichloroethane - d4
99.8
Limits:
63-136%
1 06/03/24 23:23 MSA
V48060
Surrogate: Toluene-d8
99.4
Limits:
77-123%
1 06/03/24 23:23 MSA
V48060
Analytical Method: 8270E
Prep Batch(es):
V48011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date Time By
Analytical
Analyzed
Batch
Acenaphthene
<0.302
pg/L
0.302
2.00
1
06/03/24 20:26 AMP
V48039
Acenaphthylene
<0.297
pg/L
0.297
2.00
1
06/03/24 20:26 AMP
V48039
Aniline
<2.05
pg/L
2.05
5.00
1
06/03/24 20:26 AMP
V48039
Anthracene
<0.836
pg/L
0.836
2.00
1
06/03/24 20:26 AMP
V48039
Benzo(a)anthracene
<0.637
pg/L
0.637
2.00
1
06/03/24 20:26 AMP
V48039
Benzo(a)pyrene
<1.02
pgA
1.02
2.00
1
06/03/24 20:26 AMP
V48039
Benzo(b)fluoranthene
<2.49
pg/L
2.49
5.00
1
06/03/24 20:26 AMP
V48039
Benzo(g,h,i)perylene
<1.01
pg/L
1.01
5.00
1
06/03/24 20:26 AMP
V48039
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions M Minimum value
MQL
Method Quantitation Limit

Waypoint
ANALYTICAL
01102
Hart & Hickman (Charlotte)
Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100
Information
Charlotte , NC 28203
Report Number : 24-150-0015
Lab No: 94450
Sample ID: TMW-4
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi nta na lytica I.com
REPORT OfANAL YMS
Report Date : 06/05/2024
Received : 05/29/2024
Matrix: Aqueous
Sampled: 5 / 29 / 2024 11:55
Analytical Method: 8270E
Prep Method: 3510C
Test
Results
Prep Batch(es):
Units
V48011
MDL
06/03/24 10:21
MQL DF
Date/Time
Analyzed
By
Analytical
Batch
Benzo(k)fluoranthene
<1.99
pg/L
1.99
5.00
1
06/03/24 20:26
AMP
V48039
Benzoic Acid
<1.10
pg/L
1.10
10.0
1
06/03/24 20:26
AMP
V48039
Benzyl alcohol
<0.684
pg/L
0.684
5.00
1
06/03/24 20:26
AMP
V48039
Bis(2-Chloroethoxy)methane
<0.468
pg/L
0.468
5.00
1
06/03/24 20:26
AMP
V48039
Bis(2-Chloroethyl)ether
<1.04
pg/L
1.04
5.00
1
06/03/24 20:26
AMP
V48039
Bis(2-Chloroisopropyl)ether
<1.08
pg/L
1.08
5.00
1
06/03/24 20:26
AMP
V48039
Bis(2-ethyihexyl)phthalate
<3.46
pg/L
3.46
10.0
1
06/03/24 20:26
AMP
V48039
4-Bromophenyl phenyl ether
<1.11
pg/L
1.11
5.00
1
06/03/24 20:26
AMP
V48039
Butyl benzyl phthalate
<1.83
pg/L
1.83
5.00
1
06/03/24 20:26
AMP
V48039
4-Chioro-3-methyiphenol
<1.18
pg/L
1.18
5.00
1
06/03/24 20:26
AMP
V48039
4-Chloroaniline
<1.33
pg/L
1.33
5.00
1
06/03/24 20:26
AMP
V48039
2-Chloronaphthalene
<1.83
pg/L
1.83
20.0
1
06/03/24 20:26
AMP
V48039
2-Chlorophenol
<0.938
pg/L
0.938
10.0
1
06/03/24 20:26
AMP
V48039
4-Chlorophenyl phenyl ether
<1.71
pg/L
1.71
5.00
1
06/03/24 20:26
AMP
V48039
Chrysene
<0.405
pg/L
0.405
2.00
1
06/03/24 20:26
AMP
V48039
Dibenz(a,h)anthracene
<0.434 M
pg/L
0.434
2.00
1
06/03/24 20:26
AMP
V48039
Dibenzofuran
<0.856
pg/L
0.856
5.00
1
06/03/24 20:26
AMP
V48039
1,2-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 20:26
AMP
V48039
1,3-Dichlorobenzene
<2.00
pg/L
2.00
5.00
1
06/03/24 20:26
AMP
V48039
1,4-Dirhlorobenzene
<2.05
pg/L
2.05
5.00
1
06/03/24 20:26
AMP
V48039
3,3'-Dichlorobenzidine
<1.89
pg/L
1.89
5.00
1
06/03/24 20:26
AMP
V48039
2,4-Dichlorophenol
<1.46
pg/L
1.46
10.0
1
06/03/24 20:26
AMP
V48039
Qualifiers/ DF Dilution Factor
I
Estimated value
Definitions M Minimum value
MQL
Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorge)
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
Report Number 24-150-0015
Lab No : 94450
Sample ID TMW-4
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL YSIS
Report Date : 06/05/2024
Received : 05/29/2024
Matrix: Aqueous
Sampled: 5/ 29/ 202411:55
Analytical Method: 8270E
Prep Method: 3510C
Test
Results
Prep Batch(es):
Units
V48011
MDL
06/03/2410:21
MOL DF
Date ITime
Analyzed
By
Analytical
Batch
Diethyl phthalate
<0.745
p9/L
0.745
5.00
1
06/03/24 20:26
AMP
V48039
Dimethyl phthalate
<0.939
p9/L
0.939
5.00
1
06/03/24 20:26
AMP
V48039
2,4-Dimethyiphenol
<1.57
pg/L
1.57
20.0
1
06/03/24 20:26
AMP
V48039
Di-n-butyl phthalate
<2.06
p9/L
2.06
5.00
1
06/03/24 20:26
AMP
V48039
4,6-Dinitro-2-methyiphenol
<2.07
pg/L
2.07
10.0
1
06/03/24 20:26
AMP
V48039
2,4-Dinitrophenol
<1.92
pg/L
1.92
10.0
1
06/03/24 20:26
AMP
V48039
2,4-Dinitrotoluene
<1.11
pg/L
1.11
5.00
1
06/03/24 20:26
AMP
V48039
2,6-Dinitrotoluene
<0.809
pg/L
0.809
5.00
1
06/03/24 20:26
AMP
V48039
Di-n-Cctyl Phthalate
<1.65
pg/L
1.65
5.00
1
06/03/24 20:26
AMP
V48039
Fluoranthene
<0.250
p9/L
0.250
2.00
1
06/03/24 20:26
AMP
V48039
Fluorene
<0.807
pg/L
0.807
2.00
1
06/03/24 20:26
AMP
V48039
Hexachlorobenzene
<0.979
Pg/L
0.979
5.00
1
06/03/24 20:26
AMP
V48039
Hexachlorobutadiene
<2.73
pg/L
2.73
5.00
1
06/03/24 20:26
AMP
V48039
Hexachloroethane
<1.76
pg/L
1.76
5.00
1
06/03/24 20:26
AMP
V48039
Indeno(1,2,3-cd)pyrene
<0.477
U9/L
0.477
2.00
1
06/03/24 20:26
AMP
V48039
Isophorone
<0.444
pg/L
0.444
5.00
1
06/03/24 20:26
AMP
V48039
1-Methylnaphthalene
<1.14
pg/L
1.14
2.00
1
06/03/24 20:26
AMP
V48039
2-Methylnaphthalene
<0.666
pg/L
0.666
2.00
1
06/03/24 20:26
AMP
V48039
2-Methyiphenol
<1.15
pg/L
1.15
5.00
1
06/03/24 20:26
AMP
V48039
3&4 Methyiphenol
<0.880
pg/L
0.880
10.0
1
06/03/24 20:26
AMP
V48039
Naphthalene
<0.728
pg/L
0.728
2.00
1
06/03/24 20:26
AMP
V48039
2-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24 20:26
AMP
V48039
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions M Minimum value
MQL
Method Quantitation Limit

Waypoint.
ANALYTICAL
01102
Hart & Hickman (Charlotte) Project CDV.001
Robert Sorgel
2923 South Tryon St. Ste 100 Information
Charlotte , NC 28203
Report Number : 24-150-0015
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
REPORT OF ANAL PSIS
Report Date : 06/05/2024
Received : 05/29/2024
Lab No : 94450
Matrix: Aqueous
Sample ID: TMW-4
Sampled: 5/29/2024 11:55
Analytical Method: 8270E
Prep Batch(es):
V49011
06/03/24 10:21
Prep Method: 3510C
Test
Results
Units
MDL
MOL
DF
Date/Time By
Analytical
Analyzed
Batch
3-Nitroaniline
<1.39
pg/L
1.39
5.00
1
06/03/24 20:26 AMP
V48039
4-Nitroaniline
<1.53
pg/L
1.53
5.00
1
06/03/24 20:26 AMP
V48039
Nitrobenzene
<0.905
pg/L
0.905
5.00
1
06/03/24 20:26 AMP
V48039
2-Nitrophenol
<0.493
pg/L
0.493
5.00
1
06/03/24 20:26 AMP
V48039
4-Nitrophenol
<1.23
pg/L
1.23
10.0
1
06/03/24 20:26 AMP
V48039
N-Nitrosodimethylamine
<0.450
pg/L
0.450
5.00
1
06/03/24 20:26 AMP
V48039
N-Nitrosodiphenylamine
<1.10
pg/L
1.10
5.00
1
06/03/24 20:26 AMP
V48039
N-Nitroso-di-n-propylamine
<0.641
pg/L
0.641
5.00
1
06/03/24 20:26 AMP
V48039
Pentachlorophenol
<1.43
pg/L
1.43
5.00
1
06/03/24 20:26 AMP
V48039
Phenanthrene
<0.428
pg/L
0.428
2.00
1
06/03/24 20:26 AMP
V48039
Phenol
<0.651
pg/L
0.651
5.00
1
06/03/24 20:26 AMP
V48039
Pyrene
<0.434
pg/L
0.434
2.00
1
06/03/24 20:26 AMP
V48039
Pyridine
<1.20
pg/L
1.20
5.00
1
06/03/24 20:26 AMP
V48039
1,2,4-Trichlorobenzene
<2.21
pg/L
2.21
5.00
1
06/03/24 20:26 AMP
V48039
2,4,5-Trichlorophenol
<1.31
pg/L
1.31
5.00
1
06/03/24 20:26 AMP
V48039
2,4,6-Trichlorophenol
<1.32
pg/L
1.32
5.00
1
06/03/24 20:26 AMP
V48039
Surrogate: Phenol-d5
29.3
Limits:
11-100%
1 06/03/24 20:26 AMP
8270E
Surrogate: 2-Fluorobiphenyl
76.8
Limits:
44-119%
1 06/03/24 20:26 AMP
V48039
Surrogate: 2-Ruorophenol
45.7
Limits:
19-119%
1 06/03/24 20:26 AMP
V48039
Surrogate: Nitrobenzene-d5
74.4
Limits:
44-120%
1 06/03/24 20:26 AMP
V48039
Surrogate: 4-Terphenyl-d14
88.6
Limits:
50-134%
1 06/03/24 20:26 AMP
V48039
Surrogate: 2,4,6-Tribromophenol
94.9
Limits:
43-140%
1 06/03/24 20:26 AMP
V48039
Qualifiers/ DF Dilution Factor
I
Estimated value
Definitions M Minimum value
MQL
Method Quantitation Limit

Waypoint..
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
QC Prep: V47942 QC Analytical Batch(es): V48009,V48137
QC Prep Batch Method: 3005A Analysis Method: 6020E
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-V47942 Matrix: AQU
Associated Lab Samples: 94450
Blank MDL MQL Analyzed
Parameter Units Result
Arsenic
pg/L
<0.490
0.490
1.00
05/31/24 19:50
Barium
pg/L
<3.40
3.40
10.0
05/31/24 19:50
Cadmium
pg/L
<0.150
0.150
1.00
05/31/24 19:50
Chromium
pg/L
<1.00
1.00
2.00
05/31/24 19:50
Lead
pg/L
<0.500
0.500
1.00
05/31/24 19:50
Selenium
pg/L
<2.30
2.30
5.00
06/04/2419:33
Silver
pg/L
<0.130
0.130
1.00
05/31/24 19:50
Laboratory Control Sample
LCS-V47942
Spike
LCS
LCS%Rec
"/n Rec
Parameter
Units
Conc.
Result
Limits
Arsenic
pg/L
100
94.9
95.0
80-120
Barium
pg/L
100
102
102
80-120
Cadmium
pg/L
100
95.8
96.0
80-120
Chromium
pg/L
100
99.5
100
80-120
Lead
pg/L
100
97.6
98.0
80-120
Selenium
pg/L
100
91.6
92.0
80-120
Silver
pg/L
100
96.8
97.0
80-120
Matrix Spike & Matrix Spike Duplicate
V 94457-MS-V47942
V 94457-MSD-V47942
MS Spike
MSD
MS Result
MSD MS
MSD
%Rec
Max
Parameter
Units
Result
Conc.
Spike
Result %Rec
%Rec
Limits
RPD
RPD
Conc.
Arsenic
pg/L
< 0.490
100
100
95.3
95.5 95.0
96.0
75-125
0.2
20.0
Barium
pg/L
13.9
100
100
114
116 100
102
75-125
1.7
20.0
Cadmium
pg/L
< 0.150
100
100
94.2
96.4 94.0
96.0
75-125
2.3
20.0
Chromium
pg/L
< 1.00
100
100
97.7
98.5 98.0
99.0
75-125
0.8
20.0
Date: 06/05/2024 04:27 PM Page 1 of 15

Waypoint.
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V47942 QC Analytical Batch(es): V48009,V48137
QC Prep Batch Method: 3005A Analysis Method: 6020B -
Analysis Description: Metals Analyses
Matrix Spike & Matrix Spike Duplicate V 94457-MS-V47942 V 94457-MSD-V47942
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec 0/aRec Limits RPD RPD
Conc.
Lead
ug/L
< 0.500 100
100 95.6
98.5
96.0
99.0
75-125
2.9
20.0
Selenium
Vg/L
< 2.30 100
100 93.9
88.3
94.0
88.0
75-125
6.1
20.0
Silver
ug/L
< 0.130 100
100 95.2
97.0
95.0
97.0
75-125
1.8
20.0
Post Digestion Spike
V 94457-PDS-V47942
Parameter
Units
PDS
Result
0/0
Recovery
Analyzed
Arsenic
pg/L
48.9
98.0
05/31/24 21:31 -
Barium
ug/L
58.0
102
05/31/24 21:31
Cadmium
Ug/L
48.0
96.0
05/31/24 21:31
Chromium
pg/L
49.7
99.0
05/31/24 21:31
Lead
Ug/L
49.3
99.0
05/31/24 21:31
Selenium
Ug/L
49.7
99.0
05/31/24 21:31
Silver
ug/L
48.4
97.0
05/31/24 21:31
Date: 06/05/2024 04:27 PM Page 2 of 15

Waypoint,
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0015
QC Prep:
V47879
QC Analytical Batch(es): V47969
QC Prep Batch Method:
7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-V47879
Matrix: AQU
Associated Lab Samples:
94450
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Mercury (Total)
mg/L
<0.00007 0.00007
0.00020
05/30/24 16:08
Laboratory Control Sample
LCS-V47879
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Mercury(Total)
mg/L
0.00468
0.00470
100
80-120
Matrix Spike & Matrix Spike Duplicate
V 94181-MS-V47879
V 94181-MSD-V47879
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Mercury (Total)
mg/L
0.00023 0.00468
0.00468 0.00453
0.00468 92.0
95.0 80-120 3.2 20.0
Post Digestion Spike
V 94181-PDS-V47879
PDS
%
Analyzed
Parameter
Units
Result Recovery
Mercury (Total)
mg/L
0.00241
98.0
05/30/24 16:15
Date: 06/05/2024 04:27 PM Page 3 of 15

Waypoint
ANALYTICAL
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0015
QC Prep:
V48059
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Analytical Batch(es): V48060
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V48059 Matrix: AQU
Associated Lab Samples: 94450
Blank
MDL
MQL
Analyzed % % Rec
Parameter
Units
Result
Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
06/03/24
21:45
Acrolein
pg/L
<2.00
2.00
5.00
06/03/24
21:45
Acrylonitdle
pg/L
<0.230
0.230
5.00
06/03/24
21:45
Benzene
pg/L
<0.180
0.180
0.500
06/03/24
21:45
Bromobenzene
pg/L
<0.210
0.210
0.500
06/03/24
21:45
Bromochloromethane
pg/L
<0.420
0.420
1.00
06/03/24
21:45
Bromodichloromethane
pg/L
<0.160
0.160
0.500
06/03/24
21:45
Bromoform
pg/L
<1.50
1.50
5.00
06/03/24
21:45
Bromomethane
pg/L
<0.280
0.280
1.00
06/03/24
21:45
n-Butylbenzene
pg/L
<0.185
0.185
1.00
06/03/24
21:45
sec -Butyl benzene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
tert-Butyl benzene
pg/L
<0.920
0.920
2.00
06/03/24
21:45
Carbon Disulfide
pg/L
<0.150
0.150
5.00
06/03/24
21:45
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
06/03/24
21:45
Chlorobenzene
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Chloroethane
pg/L
<0.430
0.430
1.00
06/03/24
21:45
Chloroform
pg/L
<0.220
0.220
0.500
06/03/24
21:45
Chloromethane
pg/L
<0.220
0.220
0.500
06/03/24
21:45
2-Chlorotoluene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
4-Chlorotoluene
pg/L
<0.200
0.200
0.500
06/03/24
21:45
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
06/03/24
21:45
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
06/03/24
21:45
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
06/03/24
21:45
Dibromomethane
pg/L
<0.230
0.230
0.500
06/03/24
21:45
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
06/03/24
21:45
1,3-Dichlorobenzene
pg/L
<0.190
0.190
0.500
06/03/24
21:45
Date: 06/05/2024 04:27 PM Page 4 of 15

Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Hart & Hickman
(Charlotte)
Project Description:
CDV.001
Report No:
24-150-0015
QC Prep:
V48059
QC Analytical Batch(es): V48060
QC Prep Batch Method:
50308
Analysis
Method: 8260D
Analysis
Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V48059
Matrix: AQU
Associated Lab Samples:
94450
Blank
MDL
MQL
Analyzed
0/0 % Rec
Parameter
Units
Result
Recovery Limits
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
06/03/24 21:45
Dichlorodifiuoromethane
Pg/L
<1.20
1.20
5.00
06/03/24 21:45
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
06/03/24 21:45
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
06/03/24 21:45
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
06/03/24 21:45
-
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
06/03/24 21:45
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
06/03/24 21:45
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
06/03/24 21:45
1,3-Dichloropropane
pg/L
<0.130
0.130
0.500
06/03/24 21:45
2,2-Dichloropropane
pg/L
<0.210
0.210
2.00
06/03/24 21:45
1,1-Dichloropropene
pg/L
<0.200
0.200
0.500
06/03/24 21:45
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
06/03/24 21:45
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
06/03/24 21:45
Ethanol
pg/L
<42.0
42.0
200
06/03/24 21:45
Ethylbenzene
pg/L
<0.170
0.170
0.500
06/03/24 21:45
Ethyl Tertiary Butyl Ether (ETBE)
pg/L
<1.80
1.80
10.0
06/03/24 21:45
Hexachlorobutadiene
pg/L
<0.350
0.350
2.00
06/03/24 21:45
n-Hexane
pg/L
<1.30
1.30
10.0
06/03/24 21:45
2-Hexanone
pg/L
<0.380
0.380
5.00
06/03/24 21:45
lsopropylbenzene
pg/L
<0.180
0.180
5.00
06/03/24 21:45
4-Isopropyl toluene
pg/L
<0.089
0.089
0.500
06/03/24 21:45
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
06/03/24 21:45
Methyl tert-butyl ether (MTBE)
pg/L
<0.140
0.140
0.500
06/03/24 21:45
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
06/03/24 21:45
Methylene Chloride
pg/L
<0.330
0.330
1.00
06/03/24 21:45
Naphthalene
pg/L
<0.470
0.470
1.00
06/03/24 21:45
n-Propylbenzene
pg/L
<0.190
0.190
0.500
06/03/24 21:45
Date: 06/05/2024 04:27 PM Page 5 of 15

Waypoint.0
ANALYTICAL
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0015
QC Prep:
V48059
QC Prep Batch Method: 5030B
Lab Reagent Blank
Associated Lab Samples: 94450
Parameter
Styrene
1,1,1,2-Tetrachloroetha ne
1,1,2,2-Tetrachloroetha ne
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1, 2,4-Tri chlorobenzene
1,1,1-Trlchloroethan e
1,1;2-Tdchloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,3,5-Tdmethylbenzene
Vinyl Acetate
Vinyl Chloride
o-Xylene
m,p-Xylene
4-Bromofluorobenzene (5)
Dibromofluoromethane (S)
1,2-Dichlorcethane - d4 (5)
Toluene-d8 (S)
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi nta nalytical.com
Quality Control Data
LRB-V48059
QC Analytical Batch(es): V48060
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Blank MDL MQL
Units Result
Laboratory Control Sample & LCSD
pg/L
<0.220
0.220
0.500
pg/L
<0.160
0.160
0.500
pg/L
<0.160
0.160
0.500
pg/L
<0.220
0.220
0.500
pg/L
<0.220
0.220
0.500
pg/L
<0.380
0.380
2.00
pg/L
<0.310
0.310
1.00
pg/L
<0.160
0.160
0.500
pg/L
<0.096
0.096
0.500
pg/L
<0.180
0.180
0.500
pg/L
<0.180
0.180
0.500
pg/L
<0.270
0.270
1.00
pg/L
<0.180
0.180
0.500
pg/L
<1.00
1.00
2.00
pg/L
<0.170
0.170
0.500
pg/L
<0.210
0.210
0.500
pg/L
<0.420
0.420
1.00
LCS-V48059 LCSD-V48059
Matrix: AQU
Analyzed 0/0 % Rec
Recovery Limits
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
06/03/24 21:45
99.2
101
99.4
100
Spike LCS LCSD LCS LCSD a/u Rec
Parameter Units Conc. Result Result 0/aRec % Rec Limits
Acetone
pg/L 40.0 71.9 59.7
* QC Fail Date: 06/OS/2024 04:27 PM
180* 149 40-166
80-124
75-129
63-136
77-123
RPD Max
RPD
18.5 20
Page 6 of 15

Waypoint.
449 Springbrook Rd,
Charlotte, 28217
Main
704.5.529.6364364
ANALYTICAL
www.waypointanalytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0015
QC Prep:
V48059
QC Analytical Batch(es): V48060
QC Prep Batch Method:
5030E
Analysis Method:
8260D
Analysis Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V48059
LCSD-V48059
Spike
LCS
LCSD
LCS
LCSD
a/o Rec
Parameter
Units
Conc.
Result
Result
%Rec
a/a Re
Limits
RPD
Max
RPD
Acrolein
pg/L
40.0
46.9
41.0
117
103
70-130
13.4
20
Acrylonitrile
pg/L
40.0
48A
41.1
121
103
81-127
16.3
20
Benzene
pg/L
20.0
. 22.5
22.3
113
112
77-128
0.8
20
Bromobenzene
pg/L
20.0
22.6
22.2
In
111
78-129
1.7
20
Bromochloromethane
pg/L
20.0
20.7
20.2
'104
101
78-135
2.4
20
Bromodichloromethane
pg/L
20.0
21.8
21.3
109
107
76-138
2.3
20
Bromoform
pg/L
20.0
20.3
19.4
102
97.0
71-135
4.5
20
Bromomethane
pg/L
20.0
29.0
26.1
145
131
41-168
10.5
20
n-Butylbenzene
pg/L
20.0
22.8
22.1
114
ill
68-134
3.1
20
sec -Butyl benzene
pg/L
20.0
22.5
22.4
113
112
71-131
0.4
20
tert-Butyl benzene
pg/L
20.0
21.9
22.1
110
111
70-132
0.9
20
Carbon Disulfide
pg/L
20.0
22.7
22.6
114
113
59-135
0.4
20
Carbon Tetrachloride
pg/L
20.0
22.2
21.8
111
109
72-142
1.8
20
Chlorobenzene
pg/L
20.0
22.3
22.3
112
112
78-119
0.0
20
Chlorodibromomethane
pg/L
20.0
22.1
22.1
ill
111
75-134
0.0
20
Chloroethane
pg/L
20.0
29.0
27.1
145*
136
57-142
6.7
20
Chloroform
pg/L
20.0
22.2
21.4
111
107
77-130
3.6
20
Chloromethane
pg/L
20.0
25.2
22.5
126
113
47-145
11.3
20
2-Chlorotoluene
pg/L
20.0
22.2
22.2
111
111
74-126
0.0
20
4-Chlorotoluene
pg/L
20.0
22.9
22.5
115
113
78-129
1.7
20
Di -Isopropyl Ether(DIPE)
pg/L
20.0
24.2
23.8
121
119
60-154
1.6
20
1,2-Dibromo-3-Chloropropane pg/L
20.0
22.8
21.3
114
107
63-134
6.8
20
1,2-Dibromoethane
pg/L
20.0
22.6
21.7
113
109
77-135
4.0
20
Dibromomethane
pg/L
20.0
21.9
21.0
110
105
76-138
4.1
20
1,2-Dichlorobenzene
pg/L
20.0
22.9
22.4
115
112
78-128
2.2
20
1,3-Dichlorobenzene
pg/L
20.0
22.3
22.0
112
110
77-125
1.3
20
* QC Fail
Date: 06/05/2024
04:27 PM
Page
7 of 15

0
Wayp®int..
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.way p o i nta n a l yti ca I. co m
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
QC Prep: V48059
QC Analytical Batch(es): V48060
QC Prep Batch Method: 5030B
Analysis
Method:
8260D
Analysis
Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V48059
LCSD-V48059
Spike
LCS
LCSD
LCS
LCSD
a/a Rec
Parameter Units
Conc.
Result
Result
a/o Rec
% Rec
Limits
RPD
Max
RPD
1,4-Dichlorobenzene
pg/L
20.0
22.5
22.2
113
111
75-126
1.3
20
Dichlorodi0uoromethane
pg/L
20.0
27.0
23.4
135
117
28-163
14.2
20
1,1-Dichloroethane
pg/L
20.0
22.6
22.6
113
113
70-130
0.0
20
1,2-Dichloroethane
pg/L
20.0
22.6
21.9
113
110
68-131
3.1
20
1,1-Dichloroethene
pg/L
20.0
22.3
22.2
112
111
70-154
0.4
20
cis-1,2-Dichloroethene
pg/L
20.0
22.3
21.9
112
110
76-141
1.8
20
trans-1,2-Dichloroethene
pg/L
20.0
22.9
21.9
115
110
76-135
4.4
20
1,2-Dichloropropane
pg/L
20.0
22.0
21.2
110
106
77-130
3.7
20
1,3-Dichloropropane
pg/L
20.0
22.3
22.1
112
111
76-132
0.9
20
2,2-Dichloropropane
pg/L
20.0
22.2
21.6
111
108
29-149
2.7
20
1,1-Dichloropropene
pg/L
20.0
22.6
22.4
113
112
71-136
0.8
20
ds-1,3-Dichloropropene
pg/L
20.0
21.6
21.1
108
106
65-140
2.3
20
trans-1,3-Dichloropropene
pg/L
20.0
21.7
20.5
109
103
67-140
5.6
20
Ethanol
pg/L
500
700
632
140*
126
70-130
10.2
20
Ethylbenzene
pg/L
20.0
21.8
21.9
109
110
80-127
0.4
20
Ethyl Tertiary Butyl Ether (ETBE)
pg/L
40.0
45.9
44.7
115
112
70-130
2.6
20
Hexachlorobutadiene
pg/L
20.0
22.4
23.4
112
117
61-134
4.3
20
n-Hexane
pg/L
20.0
19.5
18.5
97.5
92.5
70-130
5.2
20
2-Hexanone
pg/L
20.0
26.0
22.9
130
115
64-137
12.6
20
Isopropylbenzene
pg/L
20.0
22.4
22.4
112
112
70-130
0.0
20
4-Isopropyl toluene
pg/L
20.0
21.7
21.7
109
109
69-132
0.0
20
Methyl Ethyl Ketone (MEK)
pg/L
20.0
26.2
24.7
141*
124
71-134
13.2
20
Methyl tert-butyl ether (MTBE)
pg/L
20.0
21.4
20.8
107
104
68-135
2.8
20
4-Methyl-2-Pentanone
pg/L
20.0
24.0
22.0
120
110
69-134
8.6
20
Methylene Chloride
pg/L
20.0
24.0
23.4
120
117
73-131
2.5
20
Naphthalene
pg/L
20.0
21.7
20.6
109
103
64-136
5.2
20
* QC Fail
Date: 06/05/2024
04:27 PM
Page
8 of 15

Waypoint..
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V48059 QC Analytical Batch(es): V48060
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V48059 LCSD-V48059
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
n-Propylbenzene
pg/L
20.0
22.4
22.1
112
ill
72-132
1.3
20
Styrene
pg/L
20.0
22.0
22.5
110
113
78-129
2.2
20
1,1,1,2-Tetrachloroethane
pg/L
20.0
22.2
21.8
ill
109
79-134
1.8
20
1,1,2,2-Tetrachloroethane
pg/L
20.0
22.3
20.8
112
104
62-127
6.9
20
Tetrachloroethene
pg/L
20.0
22.6
22.7
113
114
80-129
0.4
20
Toluene
pg/L
20.0
21.6
21.6
108
108
76-131
0.0
20
1,2,3-Trichlorobenzene
pg/L
20.0
24.6
24.5
123
123
58-144
0.4
20
1,2,4-Trichlarobenzene
pg/L
20.0
23.2
22.7
116
114
66-139
2.1
20
1,1,1-Trichloroethane
pg/L
20.0
22.7
22.2
114
ill
75-135
2.2
20
1,1,2-Trichloroethane
pg/L
20.0
21.8
21.5
109
108
70-140
1.3
20
Trichloroethene
pg/L
20.0
22.1
21.9
ill
110
77-133
0.9
20
Trichlorofluoromethane
pg/L
20.0
24.0
21.4
120
107
62-148
11.4
20
1,2,3-Trichloropropane
pg/L
20.0
23.5
22.2
118
Ill
71-127
5.6
20
1,3,5-Trimethylbenzene
pg/L
20.0
21.8
22.1
109
ill
75-131
1.3
20
Vinyl Acetate
pg/L
20.0
23.4
20.9
117
105
34-167
11.2
20
Vinyl Chloride
pg/L
20.0
25.7
22.7
129
114
57-141
12.3
20
o-Xylene
pg/L
20.0
22.4
22.2
112
ill
78-128
0.8
20
m,p-Xylene
pg/L
40.0
45.4
45.6
114
114
77-133
0.4
20
4-Bromofluorobenzene (5)
96.6
98.2
80-124
Dibromofluoromethane (5)
98.0
96.6
75-129
1,2-Dichloroethane - d4 (S)
100
98.2
63-136
Toluene-d8 (S)
100
102
77-123
Date: 06/05/2024 04:27 PM Page 9 of 15

Waypointy
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lytica I.com
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
QC Prep: V48011 QC Analytical Batch(es): V48039
QC Prep Batch Method: 3510C Analysis Method: 8270E
Analysis Description: Semivolable Organic Compounds - GC/MS
Lab Reagent Blank
Associated Lab Samples: 94450
Parameter
Units
LRB-V48011
Blank MDL
Result
MQL
Matrix: AQU
Analyzed o/a % Rec
Recovery Limits
Acenaphthene
pg/L
<0.302
0.302
2.00
06/03/24 16:54
Acenaphthylene
pg/L
<0.297
0.297
2.00
06/03/24 16:54
Aniline
pg/L
<2.05
2.05
5.00
06/03/24 16:54
Anthracene
pg/L
<0.836
0.836
2.00
06/03/24 16:54
Benzo(a)anthracene
pg/L
<0.637
0.637
2.00
06/03/24 16:54
Benzo(a)pyrene
pg/L
<1.02
1.02
2.00
06/03/24 16:54
Benzo(b)fluoranthene
pg/L
<2.49
2.49
5.00
06/03/24 16:54
Benzo(g,h,i)perylene
pg/L
<1.01
1.01
5.00
06/03/24 16:54
Benzo(k)fluoranthene
pg/L
<1.99
1.99
5.00
06/03/24 16:54
Benzoic Acid
pg/L
<1.10
1.10
10.0
06/03/24 16:54
Benryl alcohol
pg/L
<0.684
0.684
5.00
06/03/24 16:54
Bis(2-Chloroethoxy)methane
pg/L
<0.468
0.468
5.00
06/03/24 16:54
Bis(2-Chloroethyl)ether
pg/L
<1.04
1.04
5.00
06/03/24 16:54
Bis(2-Chloroisopropyl)ether
pg/L
<1.08
1.08
5.00
06/03/24 16:54
Bis(2-ethylhexyl)phthalate
pg/L
<3.46
3.46
10.0
06/03/24 16:54
4-Bromophenyl phenyl ether
pg/L
<1.11
1.11
5.00
06/03/24 16:54
Butyl benzyl phthalate
pg/L
<1.83
1.83
5.00
06/03/24 16:54
4-Chloro-3-methylphenol
pg/L
<1.18
1.18
5.00
06/03/24 16:54
4-Chloroaniline
pg/L
<1.33
1.33
5.00
06/03/24 16:54
2-Chloronaphthalene
pg/L
<1.83
1.83
20.0
06/03/24 16:54
2-Chlorophenol
pg/L
<0.938
0.938
10.0
06/03/24 16:54
4-Chlorophenyl phenyl ether
pg/L
<1.71
1.71
5.00
06/03/24 16:54
Chrysene
pg/L
<0.405
0.405
2.00
06/03/24 16:54
Dibenz(a,h)anthracene
pg/L
<0.434
0.434
2.00
06/03/24 16:54
Dibenzofuran
pg/L
<0.856
0.856
5.00
06/03/24 16:54
1,2-Dichlorobenzene
pg/L
<2.00
2.00
5.00
06/03/24 16:54
1,3-Dichlorobenzene
pg/L
<2.00
2.00
5.00
06/03/24 16:54
Date: 06/05/2024 04:27 PM Page 10 of 15

Waypoint.
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
QC Prep: V48011
QC Prep Batch Method: 3510C
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Lab Reagent Blank LRB-V48011
Associated Lab Samples: 94450
Blank MDL
Parameter Units Result
QC Analytical Batch(es): V48039
Analysis Method: 8270E
Analysis Description: Semivolable Organic Compounds - GC/MS
Matrix: AQU
MQL Analyzed 0/0 % Rec
Recovery Limits
1,4-Dichlorobenzene
pg/L
<2.05
2.05
5.00
06/03/24
16:54
3,3'-Dichlorobenzidine
pg/L
<1.89
1.89
5.00
06103/2416:54
2,4-Dichlorophenol
pg/L
<1.46
1.46
10.0
06/03/24
16:54
Diethyl phthalate
pg/L
<0.745
0.745
.5.00
06/03/24
16:54
Dimethyl phthalate
pg/L
<0.939
0.939
5.00
06/03/24
16:54
2,4-Dimethylphenol
pg/L
<1.57
1.57
20.0
06/03/24
16:54
Di-n-butyl phthalate
pg/L
<2.06
2.06
5.00
06/03/24
16:54
4,6-Dinitro-2-methylphenol
pg/L
<2.07
2.07
10.0
06/03/24
16:54
2,4-Dinitrophenol
pg/L
<1.92
1.92
10.0
06/03/24
16:54
2,4-Dinitrotoluene
pg/L
<1.11
1.11
5.00
06/03/24
16:54
2,6-Dinitrotoluene
pg/L
<0.809
0.809
5.00
06/03/24
16:54
Di-n-Octyl Phthalate
pg/L
<1.65
1.65
5.00
06/03/24
16:54
Fluoranthene
pg/L
<0.250
0.250
2.00
06/03/24
16:54
Fluorene
pg/L
<0.807
0.807
2.00
06/03/24
16:54
Hexachlorobenzene
pg/L
<0.979
0.979
5.00
06/03/24
16:54
Hexachlorobutadiene
pg/L
<2.73
2.73
5.00
06/03/24
16:54
Hexachlorocyclopentadiene
pg/L
<2.05
2.05
5.00
06/03/24
16:54
Hexachloroethane
pg/L
<1.76
1.76
5.00
06/03/24
16:54
Indeno(1,2,3-cd)pyrene
pg/L
<0.477
0.477
2.00
06/03/24
16:54
Isophorone
pg/L
<0.444
0.444
5.00
06/03/24
16:54
1-Methylnaphthalene
pg/L
<1.14
1.14
2.00
06/03/24
16:54
2-Methylnaphthalene
pg/L
<0.666
0.666
2.00
06/03/24
16:54
2-Methylphenol
pg/L
<1.15
1.15
5.00
06/03/24
16:54
3&4 Methylphenol
pg/L
<0.880
0.880
10.0
06/03/24
16:54
Naphthalene
pg/L
<0.728
0.728
2.00
06/03/24
16:54
2-Nitroaniline
pg/L
<1.39
1.39
5.00
06/03/24
16:54
3-Nitroaniline
pg/L
<1.39
1.39
5.00
06/03/24
16:54
Date: 06/05/2024 04:27 PM Page 11 of 15

I a
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
QC Prep: V48011 QC Analytical Batch(es): V48039
QC Prep Batch Method: 3510C Analysis Method: 8270E
Analysis Description: Semivolatile Organic Compounds - GC/MS
Lab Reagent Blank
Associated Lab Samples: 94450
Parameter
4-Nitroaniline
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi phenylamine
N-Nitroso-di-n-propylamine
Pentachlorophenol
Phenanthrene
Phenol
Pyrene
Pyridine
1,2,4-Trichlorobenzene
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
2-Fluorobiphenyl(5)
2-Fluorophenol (S)
Nitrobenzene-d5 (S)
4 Terphenyl-d14 (S)
2,4,6-Tribromophenol (5)
Phenol-d5 (S)
LRB-V48011
Matrix: AQU
Units
Blank
Result
MDL
MQL
Analyzed
%
Recovery
°/a Rec
Limits
pg/L
<1.53
1.53
5.00
06/03/24
16:54
pg/L
<0.905
0.905
5.00
06/03/24
16:54
pg/L
<0.493
0.493
5.00
06/03/24
16:54
pg/L
<1.23
1.23
10.0
06/03/24
16:54
pg/L
<0.450
0.450
5.00
06/03/24
16:54
pg/L
<1.10
1.10
5.00
06/03/24
16:54
pg/L
<0.641
0.641
5.00
06/03/24
16:54
pg/L
<1.43
1.43
5.00
06/03/24
16:54
pg/L
<0.428
0.428
2.00
06/03/24
16:54
pg/L
<0.651
0.651
5.00
06/03/24
16:54
pg/L
<0.434
0.434
2.00
06/03/24
16:54
pg/L
<1.20
1.20
5.00
06/03/24
16:54
pg/L
<2.21
2.21
5.00
06/03/24
16:54
pg/L
<1.31
1.31
5.00
06/03/24
16:54
pg/L
<1.32
1.32
5.00
06/03/24
16:54
06/03/24
16:54
80.6
44-119
06/03/24
16:54
49.5
19-119
06/03/24
16:54
80.0
44-120
06/03/24
16:54
86.6
50-134
06/03/24
16:54
98.9
43-140
06/03/24
16:54
32.3
11-100
Laboratory Control Sample & LCSD LCS-V48011 LCSD-V48011
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec 0/u Rec Limits RPD Max
RPD
Acenaphthene pg/L 50.0 39.5 39.8 79.0 79.6 38-117
0.7 20.0
Date: 06/OS/2024 04:27 PM Page 12 of 15

0
Wayp®int
ANALYTICAL
Client ID: Hart & Hickman (Charlotte)
Project Description: CDV.001
Report No: 24-150-0015
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V48011 QC Analytical Batch(es): V48039
QC Prep Batch Method: 3510C Analysis Method: 8270E
Analysis Description: Semivoladle Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V48011 LCSD-V48011
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
"/o Rec
Limits
RPD
Max
RPD
Acenaphthylene
pg/L
50.0
41.7
41.1
83.4
82.2
41-130
1.4
20.0
Aniline
pg/L
50.0
53.7
48.9
107
97.8
12-197
9.3
20.0
Anthracene
pg/L
50.0
42.8
45.0
85.6
90.0
57-123
5.0
20.0
Benzo(a)anthracene
pg/L
50.0
39.4
40.9
78.8
81.8
58-125
3.7
20.0
Benzo(a)pyrene
pg/L
50.0
50.2
52.5
100
105
54-128
4.4
20.0
Benzo(b)fluoranthene
pg/L
50.0
46.9
48.3
93.8
96.6
53-131
2.9
20.0
Benzo(g,h,i)perylene
ug/L
50.0
48.5
48.6
97.0
97.2
50-134
0.2
20.0
Benzo(k)fluoranthene
pg/L
50.0
41.8
44.9
83.6
89.8
53-131
7.1
20.0
Benzoic Acid
ug/L
50.0
21.2
26.1
42.4
52.2
10-125
20.7*
20.0
Benzyl alcohol
pg/L
50.0
35.3
36.1
70.6
72.2
31-112
2.2
20.0
Bis(2-Chloroethoxy)methane
pg/L
50.0
36.2
38.1
72.4
76.2
48-120
5.1
20.0
Bis(2-Chloroethyl)ether
pg/L
50.0
30.5
32.2
61.0
64.4
43-118
5.4
20.0
Bis(2-Chlorcisopropyl)ether
pg/L
50.0
31.6
32.6
63.2
65.2
37-130
3.1
20.0
Bis(2-ethylhexyl)phthalate
pg/L
50.0
47.0
48.9
94.0
97.8
55.135
3.9
20.0
4-Bromophenyl phenyl ether
pg/L
50.0
39.0
42.3
78.0
84.6
55-124
8.1
20.0
Butyl benzyl phthalate
pg/L
50.0
44.4
46.6
88.8
93.2
53-134
4.8
20.0
4-Chloro-3-methylphenol
pg/L
50.0
41.2
42.9
82.4
85.8
52-119
4.0
20.0
4-Chloroaniline
pg/L
50.0
43.6
45.3
87.2
90.6
33-117
3.8
20.0
2-Chloronaphthalene
pg/L
50.0
36.8
36.4
73.6
72.8
40-116
1.0
20.0
2-Chlorophenol
pg/L
50.0
34.7
34.2
69.4
68.4
38-117
1.4
20.0
4-Chlorophenyl phenyl ether
pg/L
50.0
38.1
39.7
76.2
79.4
53-121
4.1
20.0
Chrysene
pg/L
50.0
42.4
46.4
84.8
92.8
59-123
9.0
20.0
Dibenz(a,h)anthracene
pg/L
50.0
22.8
38.2
45.6*
76.4
51-134
50.4*
20.0
Dibenzofuran
pg/L
50.0
42.1
42.1
84.2
84.2
53-118
0.0
20.0
1,2-Dichlorobenzene
pg/L
50.0
28.4
29.4
56.8
58.8
32-111
3.4
20.0
1,3-Dichlorobenzene
pg/L
50.0
27.3
29.3
54.6
58.6
28-110
7.0
20.0
* QC Fail Date: 06/05/2024 04:27 PM Page 13 of 15

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-150-0015
QC Prep:
V48011
QC Analytical Batch(es): V48039
QC Prep Batch Method:
3510C
Analysis
Method:
8270E
Analysis
Description:
Semivolatile Organic
Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V48011
LCSD-V48011
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits RPD
Max
RPD
1,4-Dichlorobenzene
pg/L
50.0
25.8
27.8
51.6
55.6
29-112
7.4
20.0
3,3'-Dichlorobenzidine
pg/L
50.0
41.6
43.4
83.2
86.8
27-129
4.2
20.0
2,4-Dichlorophenol
pg/L
50.0
40.7
41.9
81.4
83.8
47-121
2.9
20.0
Diethyl phthalate
pg/L
50.0
42.9
45.0
85.8
90.0
56-125
4.7
20.0
Dimethyl phthalate
_ pg/L
50.0
43.8
45.8
87.6
91.6
45-127
4.4
20.0
2,4-Dimethylphenol
pg/L
50.0
51.6
53.1
103
106
31-124
2.8
20.0
Di-n-butyl phthalate
pg/L
50.0
46.0
48.6
92.0
97.2
59-127
5.4
20.0
4,6-Dinitro-2-methylphenol
pg/L
50.0
45.3
49.4
90.6
98.8
44-137
8.6
20.0
2,4-Dinitrophenol
pg/L
50.0
46.1
49.6
92.2
99.2
23-143
7.3
20.0
2,4-Dinitrotoluene
pg/L
50.0
52.1
56.5
104
113
57-128
8.1
20.0
2,6-Dinitrotoluene
pg/L
50.0
53.2
55.7
106
111
57-124
4.5
20.0
Di-n-Octyl Phthalate
pg/L
50.0
46.1
46.5
92.2
97.0
51-140
5.0
20.0
Fluoranthene
pg/L
50.0
44.3
46.3
88.6
92.6
57-128
4.4
20.0
Fluorene
pg/L
50.0
41.2
41.6
82.4
83.2
52-124
0.9
20.0
Hexachlorobenzene
pg/L
50.0
43.7
45.1
87.4
90.2
53-125
3.1
20.0
Hexachlorobutadiene
pg/L
50.0
33.7
33.5
67.4
67.0
22-124
0.5
20.0
Hexachlorocyclopentadiene
pg/L
50.0
26.6
26.5
53.2
53.0
32-117
0.3
20.0
Hexachloroethane
pg/L
50.0
24.7
25.8
49.4
51.6
21-115
4.3
20.0
Indeno(1,2,3-cd)pyrene
pg/L
50.0
42.8
40.9
85.6
81.8
52-134
4.5
20.0
Isophorone
pg/L
50.0
32.1
34.2
64.2
68.4
42-124
6.3
20.0
1-Methylnaphthalene
pg/L
50.0
36.1
36.4
72.2
72.8
41-119
0.8
20.0
2-Methylnaphthalene
pg/L
50.0
35.2
36.4
70.4
72.8
40-121
3.3
20.0
2-Methylphenol
pg/L
50.0
34.3
34.7
68.6
69.4
30-117
1.1
20.0
3&4 Methylphenol
pg/L
50.0
27.4
27.5
54.8
55.0
29-110
0.3
20.0
Naphthalene
pg/L
50.0
32.6
33.0
65.2
66.0
40-121
1.2
20.0
2-Nitroaniline
pg/L
50.0
46.6
51.4
93.2
103
55-127
9.7
20.0
Date: 06/05/2024 04:27 PM Page 14 of 15

Waypoint,.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 29217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Hart & Hickman (Charlotte)
Project Description:
CDV.001
Report No:
24-ISO-001S
QC Prep:
V48011
QC Analytical Batch(es): V48039
QC Prep Batch Method:
3510C
Analysis
Method:
8270E
Analysis
Description:
Semivolatile Organic Compounds
- GC/MS
Laboratory Control Sample
& LCSD
LCS-V48011
LCSD-V48011
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
3-Nitroaniline
pg/L
50.0
46.6
51.4
93.2
103
41-128
9.7
20.0
4-Nitroaniline
pg/L
50.0
45.5
47.5
91.0
95.0
45-135
4.3
20.0
Nitrobenzene
pg/L
50.0
34.3
36.1
68.6
72.2
45-121
5.1
20.0
2-Nitrophenol
pg/L
50.0
39.3
42.9
78.6
85.8
47-123
8.7
20.0
4-Nitrophenol
pg/L
50.0
20.8
22.1
41.6
44.2
10-105
6.0
20.0
N-Nitrosodimethylamine
pg/L
50.0
21.0
21.9
42.0
43.8
10-119
4.1
20.0
N-Nitrosodiphenylamine
pg/L
50.0
51.6
55.1
103
110
51-123
6.5
20.0
N-Nitroso-di-n-propylamine
pg/L
50.0
38.3
40.7
76.6
81.4
49-119
6.0
20.0
Pentachlorophenol
pg/L
50.0
52.2
55.7
104
111
35-138
6.4
20.0
Phenanthrene
pg/L
50.0
42.6
44.7
85.2
89.4
59-120
4.8
20.0
Phenol
pg/L
50.0
16.4
16.4
32.8
32.8
12-58
0.0
20.0
Pyrene
pg/L
50.0
42.2
44.3
84.4
68.6
57-126
4.8
20.0
Pyridine
pg/L
50.0
9.11
9.05
18.2
18.1
10-80
0.6
20.0
1,2,4-Tdchlorobenzene
pg/L
50.0
30.8
31.1
61.6
62.2
29-126
0.9
20.0
2,4,5-Trichlorophenol
pg/L
50.0
39.1
40.8
78.2
81.6
53-123
4.2
20.0
2,4,6-Trichlorophenol
pg/L
50.0
42.7
42.8
85.4
85.6
50-125
0.2
20.0
2-Fluorobiphenyl (S)
74.4
75.2
44-119
2-Fluorophenol (S)
43.5
43.8
19-119
Nitrobenzene-d5 (S)
70.2
74.8
44-120
4-Terphenyl-d14 (5)
81.8
83.4
50-134
2,4,6-Tribromophenol (5)
97.4
102
43-140
Phenol-d5 (S)
30.3
29.9
11-100
Date: 06/05/2024 04:27 PM Page 15 of 15

Way po0nt.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 25217
Main 704.529.6364
www.wayp ointan a lytical.co m
Shipment Receipt Form
Customer Number: 01102
Customer Name: Hart & Hickman (Charlotte)
Report Number: 24-150-0015
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS # Client 0 Courier
0 Other:
Thermometer ID:
IIRT155.6C
Shipping container/cooler uncompromised?
# Yes
0 No
Number of coolers/boxes received
Custody seals intact on shipping container/cooler?
0 Yes
0 No
# Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
Not Present
Chain of Custody (COC) present?
# Yes
0 No
COC agrees with sample Iabel(s)?
# Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
# Yes
0 No
Sample containers intact?
# Yes
0 No
Sufficient sample volume for indicated test(s)?
Yes
0 No
All samples received within holding time?
Yes
0 No
Cooler temperature in compliance?
# Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
0 Yes
0 No
Water - Sample containers properly preserved
# Yes
0 No
0 N/A
Water - VOA vials free of headspace
# Yes
0 No
0 N/A
Trip Blanks received with VOAs
0 Yes
* No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
# N/A
F_ High concentration container (48 hr)
High concentration pre -weighed (methanol -14 d)
j Low concentration Encore samplers (48 hr)
r Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
0 Yes
# No
Comments
Signature: ngelo Norvell Date & Time: 05/29/2024 15:58:20

f
Waypoint
ANALYTICAL
449 SpnngbrooA Road • Charlotte. NC 28217
Phone [phone]-e164 ' Fax: [phone]
Client Company Name:.. l �'\ ✓1�
Report TolContact Name:
Reporting Address:Z��yAC
Phone: (fl lTito—A)py
Email Address: Ik
EDD Type: PDF Excel
Site Location Name: --r
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CHAIN OF GUSI UUY KEGAKU
PAGE ( OFI OUOTE F TOENSURE PROPER BILLING:
Project Name: I li V . _ : `) I
Short Hold Analysis 0ft0_o) UST Project: (Yes)
'Please ATTACH any project spc reporting (QC LEVEL I It III M
provisions andlor QC Requirements
Invoice To: (drr�r�l i.i„L�INC� +�%N�/��' IL h y{ 0v1. C G.+1
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Purchase Order NoJBllling Reference
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Si mploe received after alter 15:00 will be Processed next business,day
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Arnaroun0 rare Is based on WaIness days. excluding weekends and hdkiffy!A 1
- - - - (SEE REVERSE FOR TEMn A CONDITIONS REGARDING SERVICES r� 1
RENOERED MY INAYPORTT ANALYTICAL. LLC TO CLE"
TIME MATRIX SAMPLE CONTAINER L,L S ANALY!
CLIENT DATE COLLECTED (SOIL. PRTIVES • ��� �
SAMPLE DESCRIPTION COLLECTED MIOURS WATE GE) "PE NO. Siff TIVES j7
HOURS SLUDGE) SEE BELOW
NO NA
Samples INTACT upon armaP
Received IN ICE' _
PROPER PRESERVATIVES mdlcateo?
RereNed WITHIN HOLDING TIMES' +L _
CUSTODY SEALS INTACT? >>
VOLATILES reed W/OL1T HEADSPACE7
PROPER CON' S 1" 7 TEr,1P rn«gym ID —_ Observed �(P'C 1CarC
TO BE FILLEDIN BY CUENTISAMPUNG PERSONNEL
Certification: NC SC___
Other _ WA__.,
Water Chlorinated: YES_ NO Y
Samples Iced Upon ColNction: YES NO__
REMARKS I ID NO.
K_1I1��_I—iQ s1������rIFA::f���II.�.II►�II��'IIII■IIII■IIII♦ IIIII■
Sampler's Signature
Upon rellnquielWp, BIt Chain of Cu
wbRnl In is llip to Ow Waypoint
1557.31
CCV 001
U Sampled By (Print Name) _ I Affiliation /T 7-
b yofir uNwdration for Waypoint Analytical to proceed with the anslysas as nqLassUd aEDw. Any elwlpee must W
Seal Proied Manager Then will be Chases for My changes ~ aril Ns hit boon Intilallsd.
Lyapd- pl $Rip,renl NOTE- ALL SAMPLE COOLERS SHOULD BE TAPED INUTMarN CUSTODYSEALS FDA TRANSPORTATION Fo THE LABORATORY. Cox, Uldq No
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGASMTCOC UNTIL RECEIVED AT THE LABORATORY
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