NC0089923_Fact Sheet_20230822

NCDEQ / DWR / NPDES
FACT SHEET - NPDES PERMIT RENEWAL
NPDES Permit NCO089923
Joe R. Comoron P.G. 22Aus2023
Table 1 - Facility Information — Public Ownership
Applicant/Facility Name
Charlotte Water
Sewer Extension - Excavation Dewatering & Treatment
Applicant/Facility
Contacts
Bill Deal, Senior Project Manager 704-357-1344 [[e-mail]]
Chuck Bliss, Engineering Manager 704-995-7518 [cblissna,ci.charlotte.nc.usl
Facility Address
510 West Martin Street, Raleigh 27603
Project Location
Rights -of -way along Baxter Street and McDowell Street
Applicant Address /phone
P.O. Box 590, Raleigh 27602 / 980-722-0786
EAA Preparer
Civil & Environmental Consultants, Inc. (CEC); 980-260-2130
EAA Cost Analyses
Yes. See APP, Table 1
Treatment Operator
Sanders Utility, Charlotte 704-399-5600
Permitted Flow (MGD)
0.036; 6 days per week (estimated).
Type of Waste
Treated Groundwater (traveling excavation dewatering)
Facility Class
Physical/Chemical
County
Mecklenburg
Facility Status
Permit Renewal
Regional Office
MRO
Stream Characteristics
Receiving Stream
UT to Little Sugar Creek
Stream
Classification
C
Stream Segment
11-137-8
Drainage basin
Catawba River Basin
Summer 7Q10 (cfs)
—
Hydrological
Unit / HUC
03-08-34
HUC: 030501030102
Winter 7Q10 (cfs)
—
Use Supporting
No
30Q2 (cfs)
—
303(d) Listed
Yes [2018]: DO; Fecal
Coliform; Turbidity; Copper
Average Flow (cfs)
—
State Grid
G15NE
IWC (%) assumed
100 %
�a Topo
Charlotte East
1.0 BACKGROUND
The project is associated with city street rights -of -way in Charlotte along portions of Baxter Street,
South McDowell Street, Morehead Street, Oriole Street, and Lexington Avenue. Adjoining
properties appear to have existed as urban areas since 1929, generally developed with a mix of
commercial, residential, and undeveloped parcels. Groundwater has been impacted with trace
concentrations of chlorinated solvents from a NC Brownfields Site. De -watering and treatment
activities are ongoing, but treatment and discharge activities propose to terminate following
construction.
Previous site assessments indicate that converging contaminant plumes having impacted soils
and groundwater beneath Baxter Street. These plumes likely relate to historic dry-cleaning
operations (chlorinated solvents) and underground storage tank releases. Investigations
beginning in 1997 have consistently detected contaminants above both groundwater standards
[15A NCAC 02L.0202] and surface -water quality standards [15A NCAC 02B]. The Permittee
has attached site plans indicating the location of groundwater monitoring wells providing data
to the project.
Fact Sheet
Charlotte Water — Sewer Extension — Renewal NPDES Permit NCO089923
Page 1 of 7

2.0 PROJECT DESCRIPTION
Charlotte Water (Charlotte) continues to construct new sanitary sewer line extensions along
portions of Baxter Street and McDowell Street by micro -tunneling. Groundwater from access pits
and boreholes is pumped south of the excavation area to a treatment system, ultimately discharging
into a UT to Little Sugar Creek.
Contaminants of Concern (COCs). The Division previously established a list of organic and
inorganic COCs reflecting previous Brownfields investigations and the permit application's table
Summary of Detection [Pace Analytical Services, LLC].
The Applicant continues to discharge to a UT to Little Sugar Creek (see Site Vicinity Map). Because
this outfall discharges under zero flow receiving stream conditions [30Q2 and 7Q10 = 0.0 cfs], the
Division affords no dilution, per current permitting guidance statewide. Permit limits therefore
reflect each COC's surface water quality standard, if any. DWR applies the standard, if present, as
both acute and chronic limits [see section A. (1.)].
3.0 EFFLUENT DATA REVIEW — EVALUATION OF TREATMENT PERFORMANCE
Whole Effluent Toxicity (WET) Testing — considering a potential discharge daily [six (6) days /
week], DWR recommends WET testing Acute, Monitor Only 1TAA6C1; 2/Monthly (Pimephales
promelas) 48-hour static test. [See Section A. (2)]. WET -test samples shall be collected
concurrently with other effluent samples as appropriate to monitoring frequency.
Reasonable Potential Analyses (RPAs) — DWR performed RPAs on chlorinated solvents, metals,
and other volatile organic compounds to determine each potential to exceed its water quality
standards, as applicable (See Fact Sheet). A review of treated effluent to date suggests that
Charlotte's current treatment system is adequate to protect surface water quality in that DWR finds
no infractions of permit limits or monitoring conditions during the previous permit cycle. Although
we find no reasonable potential, DWR remains concerned about unpredictable COC
concentrations in traveling excavations requiring dewatering.
Renewal Rationale -- DWR understands that Charlotte continues to advance traveling excavations
requiring dewatering along multiple city blocks. Because of the traveling nature of these
excavations, there remains the potential to encounter renewed concentrations of COCs known to
be present as identified by previous NC Brownfields studies and by Charlotte site investigations.
Acknowledging unpredictable contaminant concentrations, the Division will therefore require for
renewal the same effluent parameters, limits, and monitoring conditions listed in Charlotte's
previous permit [see section A. (1.)]. These include but are not limited to:
• Total Purgeable Organic Compounds, EPA 624.1
• Base -Neutral Acids (Semi -Volatile Organics), Methods and 625.1
• Total PAHs, EPA Method 8270
• Polychlorinated biphenyls (PCBs), EPA Method 8280A
Fact Sheet
Charlotte Water — Sewer Extension — Renewal NPDES Permit NCO089923
Page 2 of 7

4.0 PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Public Notice (estimated): August 22, 2023
Issuance (estimated): September 29, 2023
Effective Date (estimated): November 1, 2023
NPDES DIVISION CONTACT
If you have questions regarding any of the above or the attached permit, please contact Joe R.
Corporon, P,Q., emaj4preferred [e-mail]].
Joe R. Co*ron,"P.G�NPDE� Unit. 22Aug2023
i
5.0 #A MET LS EVALUATION — for TOTAL HARDNESS
NPDES Implementation of Instream Dissolved Metals Standards — Freshwater Standards
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by the NC
Environmental Management Commission (EMC) on November 13, 2014. The US EPA
subsequently approved the WQS revisions on April 6, 2016, with some exceptions. Therefore,
metal limits in draft permits out to public notice after April 6, 2016 must be calculated to protect
the new standards - as approved.
Table 2. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter
Acute FW, µg/1
(Dissolved)
Chronic FW, µg/l
(Dissolved)
Acute SW, µg/1
(Dissolved)
Chronic SW, µg/l
(Dissolved)
Arsenic
340
150
69
36
Beryllium
65
6.5
---
---
Cadmium
Calculation
Calculation
40
8.8
Chromium III
Calculation
Calculation
---
---
Chromium VI
16
11
1100
50
Copper
Calculation
Calculation
4.8
3.1
Lead
Calculation
Calculation
210
8.1
Nickel
Calculation
Calculation
74
8.2
Silver
Calculation
0.06
1.9
0.1
Zinc
Calculation
I Calculation
190
1 81
Table 2 Notes:
1. FW= Freshwater, SW= Saltwater
2. Calculation = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life
standards for Mercury and selenium are still expressed as Total Recoverable Metals due to
bioaccumulative concerns (as are all human health standards for all metals). It is still
Fact Sheet
Charlotte Water— Sewer Extension — Renewal NPDES Permit NCO089923
Page 3 of 7

necessary to evaluate total recoverable aquatic life and human health standards listed in
15A NCAC 213.0200 (e.g., arsenic at 10 µg/1 for human health protection; cyanide at 5
µg/L and fluoride at 1.8 mg/L for aquatic life protection).
Table 3. Dissolved Freshwater Standards for Hardness -Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A
NCAC 02B .0211 Subparagraph (11)(d)
Metal
NC Dissolved Standard /l
Cadmium, Acute
WER* (I. I 36672-[In hardness](0.041838)) • e^(0.9151 [in hardness]-3.1485)
Cadmium, Acute Trout waters
WER*11.136672-[ln hardness](0.041838)) • e^(0.9151[in hardness]-3.6236)
Cadmium, Chronic
WER*{1.101672-[In hardness](0.041838)) • e^10.7998[ln hardness]-4.44511
Chromium III, Acute
WER*0.316 e^(0.8190[/n hardness]+3.7256)
Chromium III, Chronic
WER*0.860 e^(0.8190[ln hardness]+0.6848)
Copper, Acute
WER*0.960 e^10.9422[ln hardness]-1.700)
Copper, Chronic
WER*0.960 e^{0.8545[!n hardness]-1.702)
Lead, Acute
WER*{1.46203-[In hardness](0.145712)) • e^11.273[ln hardness]-1.4601
Lead, Chronic
WER* ( 1.46203-[In hardness](0.145712)) • e^(1.273[ln hardness]4.7051
Nickel, Acute
WER*0.998 • e^{0.8460[/n hardness]+2.2551
Nickel, Chronic
WER*0.997 • e^(0.8460[ln hardness]+0.0584)
Silver, Acute
WER*0.85 • e^{1.72[In hardness]-6.59)
Silver, Chronic
Not applicable
Zinc, Acute
WER*0.978 • e^(0.8473[ln hardness]+0.884)
Zinc, Chronic
WER*0.986 • e^(0.8473[In hardness]+0.884)
General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards. However,
application of the dissolved and hardness -dependent standards requires additional consideration in
order to establish the numeric standard for each metal of concern of each individual discharge.
The hardness -based standards require some knowledge of the effluent and instream (upstream)
hardness and so must be calculated case -by -case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR
122.45(c). The discharge -specific standards must be converted to the equivalent total values for
use in the RPA calculations. We will generally rely on default translator values developed for each
metal (more on that below), but it is also possible to consider case -specific translators developed in
accordance with established methodology.
RPA Permitting Guidance/WOBELs for Hardness -Dependent Metals - Freshwater
The RPA is designed to predict the maximum likely effluent concentrations for each metal of
concern, based on recent effluent data, and calculate the allowable effluent concentrations, based
on applicable standards and the critical low -flow values for the receiving stream.
Fact Sheet
Charlotte Water- Sewer Extension - Renewal NPDES Permit NC0089923
Page 4 of 7

If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the
discharge has reasonable potential to exceed the standard, which warrants a permit limit in most
cases. If monitoring for a particular pollutant indicates that the pollutant is not present (i.e.
consistently below detection level), then the Division may remove the monitoring requirement in
the reissued permit.
To perform an RPA on the Freshwater hardness -dependent metals the Permit Writer
compiles the following information:
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet automatically
calculates the 1 Q 10 using the formula 1 Q 10 = 0.843 (s7Q 10, cfs) 0.993
• Effluent hardness and upstream hardness, site -specific data is preferred
• Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness -dependent metal of concern
and for each individual discharge, the Permit Writer must first determine what effluent and
instream (upstream) hardness values to use in the equations.
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test results for
any hardness data and contacts the Permittee to see if any additional data is available for
instream hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial evaluation
using a default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum
limits on the hardness value used for water quality calculations are 25 mg/L and 400 mg/L,
respectively.
If the use of a default hardness value results in a hardness -dependent metal showing
reasonable potential, the permit writer contacts the Permittee and requests 5 site -specific
effluent and upstream hardness samples over a period of one week. The RPA is rerun using
the new data.
The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic) =
(Permitted Flow, cfs *Avg. Effluent Hardness, mg✓L) x (0010, cfs *Avg. Upstream Hardness, mg/L)
(Permitted Flow, cfs + s7Q10, cfs)
The Combined Hardness for acute is the same but the calculation uses the IQ 10 flow.
3. The permit writer converts the numeric standard for each metal of concern to a total
recoverable metal, using the EPA Default Partition Coefficients (DPCs) or site -specific
translators, if any have been developed using federally approved methodology.
Fact Sheet
Charlotte Water — Sewer Extension — Renewal NPDES Permit NCO089923
Page 5 of 7

EPA default partition coefficients or the "Fraction Dissolved" converts the value for
dissolved metal at laboratory conditions to total recoverable metal at in -stream
ambient conditions. This factor is calculated using the linear partition coefficients
found in The Metals Translator. Guidance for Calculating a Total Recoverable
Permit Limit from a Dissolved Criterion (EPA 823-B-96-007, June 1996) and the
equation:
Cdiss = 1
Ctotal 1 + { [K.1 [3S(l+a)] [10-6] }
Where:
ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L used,
and Kpo and a = constants that express the equilibrium relationship between
dissolved and adsorbed forms of metals. A list of constants used for each hardness -
dependent metal can also be found in the RPA program under a sheet labeled DPCs.
4. The numeric standard for each metal of concern is divided by the default partition
coefficient (or site -specific translator) to obtain a Total Recoverable Metal at ambient
conditions.
In some cases, where an EPA default partition coefficient translator does not exist (ie.
silver), the dissolved numeric standard for each metal of concern is divided by the EPA
conversion factor to obtain a Total Recoverable Metal at ambient conditions. This method
presumes that the metal is dissolved to the same extent as it was during EPA's criteria
development for metals. For more information on conversion factors see the June, 1996
EPA Translator Guidance Document.
5. The RPA spreadsheet uses a mass balance equation to determine the total allowable
concentration (permit limits) for each pollutant using the following equation:
Ca = (s7010 + Owl (Cwgs) — (0010) (Cb)
QW
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3* (µg/L or
mg/L)
Qw = permitted effluent flow (cfs, match s7Q 10)
s7Q 10 = summer low flow used to protect aquatic life from chronic toxicity and
human health through the consumption of water, fish, and shellfish from
noncarcinogens (cfs)
* Discussions are on -going with EPA on how best to address background
concentrations
Flows other than s7Q 10 may be incorporated as applicable:
IQ 10 = used in the equation to protect aquatic life from acute toxicity
QA = used in the equation to protect human health through the consumption of
water, fish, and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality
Fact Sheet
Charlotte Water — Sewer Extension — Renewal NPDES Permit NC0089923
Page 6 of 7

6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of
concern. Data entered must have been taken within four and one-half years prior to the date
of the permit application (40 CFR 122.21). The RPA spreadsheet estimates the 95th
percentile upper concentration of each pollutant. The Predicted Max concentrations are
compared to the Total allowable concentrations to determine if a permit limit is necessary.
If the predicted max exceeds the acute or chronic Total allowable concentrations, the
discharge is considered to show reasonable potential to violate the water quality standard,
and a permit limit (Total allowable concentration) is included in the permit in accordance
with the U.S. EPA Technical Support Document for Water Quality -Based Toxics Control
published in 1991.
7. When appropriate, permit writers develop facility specific compliance schedules in
accordance with the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to
Alexis Strauss on 40 CFR 122.47 Compliance Schedule Requirements.
8. The Total Chromium NC WQS was removed and replaced with trivalent chromium and
hexavalent chromium Water Quality Standards. As a cost savings measure, total chromium
data results may be used as a conservative surrogate in cases where there are no analytical
results based on chromium III or VI. In these cases, the projected maximum concentration
(95th %) for total chromium will be compared against water quality standards for
chromium III and chromium VI.
9. Effluent hardness sampling and instream hardness sampling, upstream of the discharge, are
inserted into all permits with facilities monitoring for hardness -dependent metals to ensure
the accuracy of the permit limits and to build a more robust hardness dataset.
10. Hardness and flow values used in the Reasonable Potential Analysis for this permit
included:
Table 4
Parameter
Value
Comments(Data Source
Average Effluent Hardness (mg/L)
I?
TBD
[Total as, CaCO3 or (Ca + Mg)]
Average Upstream Hardness (mg/L)
TBD
[Total as, CaCO3 or (Ca + Mg)]
7Q 10 summer (cfs)
0.0
Discharge under zero -flow
receiving -stream conditions
1 Q 10 (cfs)
0.0
Discharge under zero -flow
receiving -stream conditions
Permitted Flow (MGD)
0.036
Outfall 001
Fact Sheet
Charlotte Water — Sewer Extension — Renewal NPDES Permit NC0089923
Page 7 of 7

Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators
MAXIMUM DATA POINTS = 58
REQUIRED DATA ENTRY CHECK WQS
Table 1. Project Information
Facility Name
Charlotte Water - Sewer Extensions
Par01
PC-1
WWTP/WTP Class
Par02
NPDES Permit
Par03
NCO089923
O utfa I I
Par04
001
Flow, Qw (MGD)
0.0292
Paro5
Receiving Stream
Par06■
UT to Little Sugar Creek
03050103
HUC Number
Par07
Stream Class
Paro8
Paro9
C
7Q10s (ch)
0.00
Par10
7Q10w (cfs)
0.00
Par11
30Q2 (cfs)
0.00
Par12
QA (cfs)
0.00
Par13
1Q10s (cfs)
Par14
0.00
Effluent Hardness
Par15
133.16 mg/L (Avg)
Upstream Hardness
123 mg/L (Avg)
Par16
Combined Hardness Chronic
l
133.16 mg/L
Par17
Combined Hardness Acute
133.16 mg/L _
Par18
Data Source(s)
0.0292 MGD highest monthly average discharge /
BIMS database for April 2022
Par19
Par20
Par21
Par22
Par23
Par24
Table 2. Parameters of Concern
Name wos Type Chronic modifier Acute PQL Units
Arsenic
Aquo icLife
C
150
FW
340
ug/L
Acetone
Aquatic Lae
NC
Cadmium
Aquatic Lae
NC
2.1
FW
13.9
ug/L
Mercury
Aquatic Lae
C
FW
Banum
Aquatic Lae
FW
Copper
Aquatic Lae
NC
32.9
FW
50.6
ug/L
Total Chromium
Lead
Aquatic Lire
NC
18.7
FW
479
ug/L
Nickel
Aquatic Lire
NC
153
FW
1380
pg/L
Zinc
Aquatic Lae
NC
522.9
FW
518.6
ug/L
89923 RPA Charlottee Water _total diss metals 08Aug2023.xlsm, input
8/22/2023

89923 RPA Charlottee Water _total diss metals 08Aug2023.xlsm, input
8/22/2023

2016 Generic RPA (non -hardness dependent) - 95% Probability/95% Confidence
MAXIMUM DATA POINTS = 58
REQUIRED DATA ENTRY
Table 1. Project Information
❑ CHECK IF HQW OR ORW
Facility Name I Charlotte Water - Baxter Street
WWTPfWTP Class
NPDES Permit
Outfall
Flow, Qw (MGD)
Receiving Stream
Stream Class
7Q10s (cfs)
7Q10w (cfs)
30Q2 (cfs)
QA (cfs)
1Q10s (cfs)
Data Source(s)
❑ CHECK TO APPLY MODEL j
PC-1
NCO089923
001
--- 0.0292
UT to the Catawba River
C
0.00
0.00
0.00
0,00
0.00
0.0292 MGD = BIMS database - highest Monthly
Average flow reported flow during the previous
permit cycle.
Follow directions for data entry. In some cases a
comment menu list the available choices or a
dropdown menu will provide a list you may select
from. Error message occur if data entry does not
meet input criteria.
Par01
Par02
Par03
Par04
Par05
Par06
Par07
Paf08
Par09
Par10
Par11
Par12
Par13
Par14
Par15
Par16
Par17
Par18
Par19
Par20
Par21
Par22
Table 2. Parameters of Concern
Name Type Chronic Modifier Acute PQL Units
benzene
C
51
FW
51
pg/L
Toluene
NC
11
FW
11
pg/L
Ethyl Benzene
NC
97
FW
97
pg/L
Total Xylenes
NC
670
FW
670
pg/L
tia hthalcnc l.)
C
12
FW
12
0.4
pg/L
Tetrachloroethylene (PCE
C
120
FW
120
0.4
pg/L
Trichloroethylene (TCE)
C
2.5
FW
2.5
0.4
pg/L
nchlorotluoromethane
NC
67000
FW
67000
pg/L
1.2 4 tnmethyl benzene L
NC
390
FW
390
pg/L
1.2.3 trichloropropane (pg/L)
C
0.001
FW
0.001
pg/L
1,2-Cis-Dichloroethene(DCE)
NC
720
FW
720
pg/L
I-Methvina halene )
C
450
FW
450
pg/L
'-Methvina halene (
NC
200
FW
200
pg/L
89923 RPA Charlottee Water organics and solvants 08Aug2023.xlsm, input
8/22/2023

DocuSign Envelope ID: A07D8D46-E1F7-4650-AF8B-44DF8501E045
ROY COOPER s'` 'sTwTf
Governor y
MICHAEL S. REGAN n
Secretary
S. DANIEL SMITH
SOWN .
Director
NORTH CAROLINA
Environmental Quality
9/25/2020
William Deal, Senior Project Manager
Charlotte Water
5100 Brookshire Boulevard
Charlotte, North Carolina 28216
Subject: Issuance of NPDES Permit NCO089923
Sewer Extension Dewatering Treatment
WWTP Class PCNC
Baxter and McDowell Streets, Charlotte
Mecklenburg County
To Mr. Deal:
The Division of Water Resources (the Division) hereby issues the attached NPDES permit for
the subject facility. We issue this permit pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated October 15, 2007, or as subsequently amended.
RECEIVING STREAM EVALUATION
Charlotte Water's application for discharge provides historic stream -flow data for Little Sugar
Creek mainstem — not the UT to Little Sugar Creek where the application initially located the
outfall. Subsequent correspondence with the USGS provided stream data for the UT also.
However, these data are moot considering any discharge to a storm -sewer inlet affords no
dilution. Both Little Sugar Creek and its UT are currently classified C; these waterbodies located
within the Catawba River Basin. Little Sugar Creek is listed as impaired [2018 North Carolina
303 (d) List]. Stream impairments include:
• Fecal Coliform
Turbidity limit [< 50 NTU].
• Dissolved Oxygen [daily average not < 5 mg/ L; instantaneous
value not < 4 mg/L during 7Q 10 stream -flow conditions.
EVALUATION of PROPOSED DISCHARGE
Contaminants of Concern (COCs). The Division established a list of organic COCs reflecting
the table Summary of Detection provided with the application [Pace Analytical Services, LLC,
page 4 of 38]. However, while previous soil and groundwater analyses considered potential
organic contaminants, there are no data to date to assess the concentration of metals. DWR
therefore has added monitoring for a suite of metals (see permit Section A. (1.)]. It follows that
North Carolina Department of Environmental Quality I Division of Water Resources
51-2 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 - 919.707.9000

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
William Deal, Senior Project Manager
Charlotte Water
Draft Permit Review
Page 3 of 3
effluent Total Hardness and the receiving stream Total Hardness (upstream of the outfall) must
also be established in compliance with EPA guidelines for evaluating metals in dissolved
fraction. Finally, we have added Quarterly monitoring [see permit section A. (1.)] as
comprehensive suites to spot-check for:
• Total Purgeable Organic Compounds, EPA 624
• Base -Neutral Acids (Semi -Volatile Organics), EPA Method 625
• Total PAHs, EPA Method 8270
• Polychlorinated biphenyls (PCBs), EPA Method 8280A
ESTABLISHING PERMIT LIMITS UNDER ZERO -FLOW CONDITIONS
Charlotte Water proposes to discharge to established storm -sewer inlets along the rights -of -way
to the Baxter and McDowell Streets discharging to the UT to Little Sugar Creek (see revised
application, Vicinity Map). Because these outfalls discharge to a storm -sewer inlet, the Division
must assume zero flow receiving -stream conditions offering no dilution, per current permitting
guidance. Permit limits therefore reflect each given COC's surface water quality standard. DWR
applied each standard as both acute and chronic limits, per EPA Guidance [see section A. (I.)].
Reasonable Potential Analyses (RPAs) were not conducted on the current database because there
are currently no post treatment analytical data; analyses to date consist of samples untreated for
discharge collected sporadically during site assessment.
ENGINEERING ALTERNATIVES ANALYSIS (EAA)
The Applicant presented an Engineering Alternatives Analysis (EAA), as required of new
discharges, concluding that a surface -water discharge is the most viable discharge alternative
based on cost (see permit application, Table 1 EAA Cost Analysis). The Division concurs with
this conclusion.
Whole Effluent Toxicity (WET) Testing — to protect the environment considering a
potential discharge daily [six (6) days per week], DWR recommends WET testing Acute,
Monitor Only; 2/Monthly (Pimephales promelas) 48-hour static test. [See Section A.
(2)], consistent with similar discharge activities statewide. WET -test samples shall be
collected concurrently with other effluent samples as appropriate to monitoring frequency
to assist in evaluating toxicity.
eDMR Submittals: Federal regulations require electronic submittal of all discharge monitoring
data and program reports [See Special Condition A. (1)]. If you have filled out and submitted to
DWQ an electronic signature agreement, you are no longer required to submit DMR forms as
back-up to the eDMR.

DocuSign Envelope ID: A07D8D413-E1F7-4650-AF8B-44DF8501E045
William Deal, Senior Project Manager
Charlotte Water
Draft Permit Review
Page 3 of 3
Dissolved Metals Standards. EPA approved NC 2015-2019 Water Quality Standard (WQS)
Triennial Review to include new chronic and acute dissolved standards for most metals. Further,
the freshwater standards for several metals are expressed as a dissolved fraction of the metal, and
seven metals require hardness -dependent equations. As a result, the NPDES Permitting Unit will
need both site -specific effluent hardness and receiving -stream hardness data upstream.
This permit authorization to discharge shall expire at midnight on June 30, 2022. If the
Permittee intends to continue discharge beyond the term of this permit, a renewal application
must be submitted no later than January 31, 2021 (180 days prior to permit expiration).
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted within
thirty (30) days after receiving this letter. Your written petition request must conform to Chapter
150B of the North Carolina General Statutes, and you must file it with the office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such a written
demand is made, this permit shall remain final and binding.
This permit is not transferable except after notifying the Division of Water Resources. The
Division may modify, or revoke and reissue this permit. Please note that this permit does not
affect your legal obligation to obtain other permits that may be required by the Division of Water
Resources, the Division of Land Resources, the Coastal Area Management Act, or any other
federal or local governments.
If you have questions, or if we can further assist you, please email Joe R. Corporon, P.G at
fioe.corporon ,ncdenr. ov] currently working remotely in compliance with statewide
coronavirus directives; email active.
Respectfully,
DocuSigned by:
8328844CE9EB4A1...
for S. Daniel Smith, Director
Division of Water Resources
Enclosure: NPDES Permit NC0089923 (issuance final)
ec: MRO, Ed Watson fedward.watsonAncdenr.aovl
Aquatic Toxicology Branch (ATB)
OCU, Maureen Kinney
Charlotte Water, Bruce Reilly jbreilly-Acecinc.coml

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
NPDES Permit NCO089923
WWTP Grade PCNC
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
CN PDES
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Charlotte Water
is hereby authorized to discharge wastewater from a facility located at the
Sewer Extension - Excavation Dewatering & Treatment
Baxter and McDowell Streets, Charlotte
Mecklenburg County
to a receiving waterbody designated as an unnamed tributary (UT) to Little Sugar Creek within the
Catawba River Basin, in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, and IV hereof.
The permit shall become effective November 1, 2020
This permit and the authorization to discharge shall expire at midnight on June 30, 2022.
Signed this day September 25, 2020
DocuSigned by:
8328B44CE9EB4A1...
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 8

DocuSign Envelope ID: A07D81D46-E1F7-4650-AF8B-44DF8501E045
NPDES Permit NCO089923
WWTP Grade PCNC
SUPPLEMENT TO PERMIT COVER SHEET
[new NPDES Permit — no previous permits]
Charlotte Water
is hereby authorized to:
1. construct and operate a surface -water pollution prevention system to treat excavation
dewatering/groundwater remediation (GW-REM) in the rights -of way along Baxter and McDowell
Streets, with a proposed operating flow rate of 25 gpm or 0.036 MGD; this proposed treatment
system consisting of, but not limited to
• one (1) each 100-gallon surge/settling tank (to settle larger suspended solids)
• two (2) each transfer pumps [delivering supernatant to filters]
• two (2) each particle filters [in parallel]
• two (2) each 1000-pound carbon vessels [connected in series]
• sample ports (fore and aft) to establish contaminant breakthrough
• ancillary piping, instrumentation, and valving.
• discharge line to storm sewer inlet (various depending on system mobility)
• sample port and totalizing flow meter
these treatment facilities utilized at various locations along the rights -of -way to Baxter and
McDowell Streets, servicing Charlotte Water's Sewer Extension - Excavation Dewatering &
Treatment, Charlotte, Mecklenburg County; and
2. discharge from said treatment works via various outfalls as designated storm -sewer inlets within
the rights -of -way along Baxter and McDowell Streets (located generally on the attached map),
into a UT to Little Sugar Creek [Stream index 11-137-8], a waterbody currently classified C
waters within subbasin 03-08-34 [HUC: 03050103] of the Catawba River Basin.
Page 2 of 8

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
PART I
NPDES Permit NCO089923
WWTP Grade PCNC
A. (I.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.] WWTP Grade PCNC [15A NCAC 08G .0302]
During the period beginning on the effective date of this permit and lasting until the construction phase
is completed, the Permittee is authorized to discharge via Outfall 001 and/or Outfall 002 [and/or
alternate Outfalls 001 and 002]. Such discharges shall be limited, monitored 1 and reported 2 by the
Permittee as specified below:
EFFLUENT
CHARACTERISTICS
[Parameter Code]
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location
Flow (MGD)
50050
0.036 1
0.036
Episodic
Recording
Effluent
pH
00400
Not < 6.0 or > 9.0 s. u.
2/Monthly
Grab
Effluent
Benzene
34030
51 *
51 L*
2/Monthly
Grab
Effluent
Toluene
34010
11
11 L
2/Monthly
Grab
Effluent
Ethlbenzene
34371
97
97 L
2/Monthly
Grab
Effluent
Total X lenes
81551
670 /L
670
2/Monthly
Grab
Effluent
Acetone
81552
2000
2000 L
2/Monthly
Grab
Effluent
Tetrachloroethylene (PCE) µg/L
78389
3.3 µg/L*
3.3 µg/L*
2/Monthly
Grab
Effluent
Trichloroethylene (TCE) µg/L
34475
30 µg/L,
30 µg/L
2/Monthly
Grab
Effluent
Trichlorofluoromethane
67,000 *
67 000 *
2/Monthly
Grab
Effluent
1 2 4 trimeth lbenzene
77222
390
390
2/Monthly
Grab
Effluent
1,2,3 trichloro ro ane
0.001 *
0.001 *
2/Monthly
Grab
Effluent
1,2-Cis-Dichloroethene (DCE)
77093
720 µg/L*
720 µg/L*
2/Monthly
Grab
Effluent
1-Methylnaphalene (µg/L)
77418
2 60 µP�
2 60 µP�
2/Monthly
Grab
Effluent
2-Methylnaphalene (µg/L)
77416
285 µg*
jig/LNaphthalene
285 µme*
2/Monthly
Grab
Effluent
(µg/L)
11417
12 µg/L
12 µg/L
2/Monthly
Grab
Effluent
Total Suspended Solids (TSS)
C0530
30.0 mg/L
45.0 mg/L
2/Monthly
Grab
Effluent
Turbidity 3
00070
50 NTU
50 NTU
2/Monthly
Grab
Effluent
Whole Effluent Toxicity (WET) 4
TAA6C
Monitoring report
2/Monthly
Grab
Effluent
Total Hardness (mg/L)
[CaCO3 or Ca + Mg]
00900
Monthly
Grab
Effluent &
Upstream
Oil and Grease (mg/L)
[EPA Method 1664 SGT-HEM]
00556
Monthly
Grab
Effluent
Total Arsenic (µg/L) **
01002
Monthly
Grab
Effluent
Total Barium (µg/L) **
01007
Monthly
Grab
Effluent
Total Cadmium (µg/L) **
01027
Monthly
Grab
Effluent
Total Chromium (µg/L) **
01034
Monthly
Grab
Effluent
Total Mercury (µg/L)
COMER
Monthly
Grab
F Effluent
Page 3 of 8

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
NPDES Permit NCO089923
WWTP Grade PCNC
LIMITS
MONITORING REQUIREMENTS
EFFLUENT
CHARACTERISTICS
Monthly
Daily
Measurement
Sample
Sample
[Parameter Code]
Average
Maximum
Frequency
Type
Location
Total Copper (µg/L) **
01042
Monthly
Grab
Effluent
Total Lead (µg/L) **
01051
Monthly
Grab
Effluent
Total Zinc (µg/L) **
01092
Monthly
Grab
Effluent
Total Nickel (µg/L) **
01067
Monthly
Grab
Effluent
Total PAHs 5 (µg/L)
C0456
Quarterly
Grab
Effluent
(EPA Method 8270D)
Polychlorinated biphenyls (PCBs) 5
395/6
Quarterly
Grab
Effluent
(µg/L) (EPA Method 8280A)
Organics, Total Purgeable (VOCs) 5
76029
Quarterly
Grab
Effluent
(µg/L) (EPA Method 624)
Base Neutrals & Acids 5 (µg/L)
76028
Quarterly
Grab
Effluent
(Semi-VOCs, EPA Method 625)
Footnotes (pg.3 & 4):
1. The Permittee shall maintain onsite, available for DWR inspection, sampling logs and laboratory
analyses of internal sampling conducted to verify system treatment -component contaminant
breakthrough.
2. Beginning on the effective date of this permit, the Permittee shall submit monthly Discharge
Monitoring Reports (DMRs) electronically using the Division's eDMR application system [see
Condition A. (3.)].
3. Turbidity limit [narrative] is mandated by stream class [C].
4. Whole Effluent Toxicity (WET): Acute, Monitor Only; Monthly (Pimephales promelas) 48-hour
static test. [See Section A. (2.)].
5. Sampling and analyses shall be conducted in the first month of the calendar quarter. For eDMR
reporting of this test method, the Permittee shall enter "1" [Yes (Y) =1] if detected, and "0" [NO (N)
= 01 if not detected. Parameters detected by this method shall be recorded in the "Comments"
section, to include the compound and its reported concentration. Laboratory reports shall be kept on
file in accordance with records retention requirements, Part Il. Section D. 6.
*limit based on Fish Consumption.
** Total Hardness dependent
Conditions: Permit limits apply at end -of -pipe [NCAC 02B. 0211(213. Compliance problems shall be
addressed through Best Management Practices [NCAC 02B. 0202].
Page 4 of 8

DocuSign Envelope ID: A07D8D413-E1 F7-4650-AF8B-44DF8501 E045
NPDES Permit NCO089923
WWTP Grade PCNC
A. (2.) ACUTE TOXICITY MONTHLY - MONITOR ONLY
[I5A NCAC 02B .0200 et seq.]
The Permittee shall conduct acute toxicity tests monthly using protocols defined as definitive in EPA
Document EPA-821-R-02-012 entitled "Methods for Measuring the Acute Toxicity of Effluents and
Receiving Waters to Freshwater and Marine Organisms." The monitoring shall be performed as a
Fathead Minnow (Pimephales promelas) 48-hour static test. Effluent samples for self -monitoring
purposes must be obtained during representative effluent discharge and shall be performed at the
NPDES permitted final effluent discharge below all waste treatment processes.
The parameter code for Pimephales promelas is TAA6C. All toxicity testing results required as part of
this permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it
was performed, using the appropriate parameter code. Additionally, DWR Form AT-1 (original) is to be
sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than0
days after the end of the reporting period for which the report is made.
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine
of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should there be no discharge of flow from the facility during any month, the Permittee will complete the
information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit
number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Water Sciences Section at the address
cited above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring.
Page 5 of 8

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
NPDES Permit NCO089923
WWTP Grade PCNC
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[G.S. 143-215.1(b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program
reports. The fmal NPDES Electronic Reporting Rule was adopted and became effective on December
21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit (Standard Conditions for NPDES Permits):
• Section B. (11.)
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)1
The permittee shall report discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. The eDMR system may be
accessed at: hgps:Hdeg.nc.gov/about/divisions/water-resources/edmr.
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or
alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
following address:
NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
See "How to Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following compliance
monitoring data and reports, when applicable:
Sewer Overflow/Bypass Event Reports;
Pretreatment Program Annual Reports; and
Clean Water Act (CWA) Section 316(b) Annual Reports.
Page 6 of 8

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
NPDES Permit NC0089923
WWTP Grade PCNC
NPDES Electronic Reporting Rule — Phase 2 Extension: EPA is proposing to extend the Phase 2
deadline from December 21, 2020 until at least December 21, 2023. The current compliance date
will be extended if the implementation date is extended as a final regulation change in the federal
register.
The permittee may seek an electronic reporting waiver from the Division (see "How to Request a
Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial recipient at the time
of each electronic submission. The permittee should use the EPA's website resources to identify the
initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the entity
(EPA or the state authorized by EPA to implement the NPDES program) that is the designated entity
for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for
each type of electronic submission and for each state. Instructions on how to access and use the
appropriate electronic reporting tool will be available as well. Information on EPA's NPDES
Electronic Reporting Rule is found at: https://www.federalre ig ster.gov/documents/2015/10/22/2015-
24954/national-pollutant-discharee-elimination-system-nodes-electronic-reporting?-rule
Electronic submissions must start by the dates listed in the "Reporting Requirements" section above.
3. How to Request a Waiver from Electronic Reportinu
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an
electronic reporting waiver, a permittee must fast submit an electronic reporting waiver request to
the Division. Requests for temporary electronic reporting waivers must be submitted in writing to
the Division for written approval at least sixty (60) days prior to the date the facility would be
required under this permit to begin submitting monitoring data and reports. The duration of a
temporary waiver shall not exceed 5 years and shall thereupon expire. At such time, monitoring data
and reports shall be submitted electronically to the Division unless the permittee re -applies for and is
granted a new temporary electronic reporting waiver by the Division. Approved electronic reporting
waivers are not transferrable. Only permittees with an approved reporting waiver request may submit
monitoring data and reports on paper to the Division for the period that the approved reporting
waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are found on
the following web page: http://deq.nc.gov/about/divisions/water-resources/edmr
Page 7 of 8

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit NCO089923
WWTP Grade PCNC
4. Sianatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B. (11.) (d)l
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (I 1.)(a) or by a duly authorized representative of that person as described in Part I1,
Section B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North Carolina's
eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the
following web page:
httv:Hdgg.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"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 offines and imprisonment for knowing violations. "
5. Records Retention [Supplements Section D. (6.)1
The penmittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years from the
date of the report. This period may be extended by request of the Director at any time [40 CFR
122.41].
Page 8 of 8

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
Approximate Project —
Rights of Way
1-2
US HWY 74
� r
P 1
M -
MW-10MW-2S
MW-2D
MW-3S
�l MW-30
MW-4S
w-8S MW-4D
9 MW-80 W-5S
W-5D
la MW-9 UT to Little Sugar Creek
MW-11 MW1 (flows south)
�13 MW-7 TREATMENT -
SYSTEM c� i
MW-12
GW Treatment System 4• PVC
(mobile) DISCK4RGE
POPE IN
CREEK BED .
J
� � r3
I Y
Proposed Discharge Line
(mobile) to variable UT storm sewers
OUT F iPROPOSED
(flows SE) N 35' 12'
40.12
w so• so' 12.91 12s1
I —
Little Sugar Creek e
(flows south)
O_
11M—AV1A—zV17AVM
CHART
TTE EAST Civil & Environmental Consultants, Inc. MEC
3701 Arco Corporate Drive Suite 400 Charlotte, NC 20273
MONITORING REPORT Ph 980237.0373 Fm 980,2370372
SITE. ID No. 60-0012 SCALE IN FEET www.corinc.com
WELLS P-2R AND DRAWN BY: PAB I CHECKED BY: DRAFT APPROVED
10/2018. U 300 600 DATE: DEC 20191 DWG SCALE: 1°=300' PROJECT r
Charlotte Water - Sewer Extension
GW-REM Baxter and McDowell Streets
State Grid/Quad: G15 NE / Charlotte East 1010-Digit HUCHUC: 0305010301
Receiving Stream: UT to Little Sugar Creek Stream Class: C
Drainage Basin: Catawba River BasinSub-Basin: 03-08-34
Facility
Location Aoqw
not to scale
North NPDES Permit NCO089923
Mecklenburg County

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Averaae
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Ouarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011

DocuSign Envelope ID: A07D8D413-E1F7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division'
The Division of Water Quality, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Version 1110912011

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
NPDES Permit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. DgV to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41 ].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 4 of 18
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(ax2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(cx2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3XB)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II.CA), "Upsets" (Part II.C.S) and "Power Failures"
(Part II.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 5 of 18
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221
Version 1110912011

DocuSign Envelope ID: A07D81D46-E1 F7-4650-AF8B-44DF8501 E045
NPDES Permit Standard Conditions
Page 6 of 18
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 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 fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Oueration and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201 ]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 7 of 18
(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. ByRassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
Version 1110912011

DocuSign Envelope ID A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 8 of 18
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Penmittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.410)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 9 of 18
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41 ].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitorinZg information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 10 of 18
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41 ]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entey
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Chanae in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated NoncomRliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61 ] or state statute.
Version 1110912011

DocuSign Envelope ID. A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page I of 18
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part N.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215. 1 (b)(2) or in Section 309 of the Federal Act.
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 12 of 18
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C). The
report shall summarize the performance of the collection or treatment system, as well as the extent to which the
facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. The
report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon which
annual period is used for evaluation.
The report shall be sent to:
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Version 1110912011

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
NPDES Permit Standard Conditions
Page 13 of 18
PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharees of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl4,6-dinitrophenol; and one milligram per liter (I mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (I mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 14 of 18
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTWs if different from the
Penmittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [ 15A NCAC 02H
.0903(b)(14)]
Pass Throut?h
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTWs, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [I 5A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTWs operation or for violating any pretreatment standard or requirement, or the POTWs effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
Version 1110912011

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
NPDES Permit Standard Conditions
Page 15 of 18
All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (I04°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 16 of 18
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Pennittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [I 5A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and II.E.5.). [15A
NCAC 02H .0903(bx16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.441. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
Version 11/09/2011

DocuSign Envelope ID: A07D81D46-E1F7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 17 of 18
enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(bx4)]
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtQ is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (UP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215. 1 (a)(8)]
7. POTW Inspection & Monitoring of their lUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. lU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [ 15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
Version 1110912011

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NPDES Permit Standard Conditions
Page 18 of 18
NC DENR / Division of Water Quality / Surface Water Protection Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment ProgM Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
lUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(bx34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [I 5A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011

DocuSign Envelope ID: AWD8D413-E1 F7-4650-AF8B-44DF8501 E045
NCDEQ / DWR / NPDES
FACT SHEET - NEW NPDES PERMIT DEVELOPMENT
NPDES Permit NCO089923
Facility Information — Public Ownership
Applicant/Facility Name
Charlotte Water - Sewer Extension Excavation GW-REM
Applicant/Facility Contact
Bill Deal / 704-357-1344 [[e-mail]]
Facility Address
510 West Martin Street, Raleigh 27603
Project Location
Baxter Street and McDowell Street rights -of -way
Applicant Address /phone
P.O. Box 590, Raleigh 27602 / 980-722-0786
EAA Preparer
Civil & Environmental Consultants, Inc. (CEC); 980-260-2130
EAA Cost Analyses
Yes. See APP, Table 1
Treatment Operator
Sanders Utility, Charlotte 704-399-5600
Permitted Flow (MGD)
0.036 [proposed]; 6 days per week (estimated 12 months only).
Type of Waste
Treated Groundwater (excavation dewatering)
Facility Class
Physical/Chemical
County 1W
Mecklenburg
Facility Status
NEW
Regional Office
MRO
Jk Stream Characteristics
Receiving Stream
UT to Little Sugar Creek
(locations variable)
Stream
Classification
C
Stream Segment
11-137-8
Drainage basin
Catawba River Basin
Summer 7Q10 (cfs)
—
Subbasin
03-08-34
Winter 7Q10 (cfs)
—
Use Supporting
No
30Q2 (cfs)
—
303(d) Listed
Yes [20181: DO; Fecal
Coliform; Turbidity;
copper
Average Flow (cfs)
—
State Grid A
I G15NE
u
IWC (/o) assumed
100 %
[discharge to UT storm-
sewer inlet(s)]
USGS Topo
Quad
Charlotte East
2.0 PROJECT DESCRIPTION
The Applicant proposes to construct new sanitary sewer line along portions of Baxter Street and
McDowell Street by micro -tunneling. Groundwater from access pits and boreholes will be pumped
out and treated before discharging directly into a UT to Little Sugar Creek (locations variable as
storm -sewer outfalls to the UT), part of the Sugar Creek watershed. Dewatering and treatment
activities are estimated to last approximately twelve 12) months. The collection of groundwater, its
treatment, and discharge will be terminated once construction activities are completed below the
water table.
1.0 BACKGROUND
The Subject Property consists of roads and associated rights -of -way along portions of Baxter
Street, South McDowell Street, Morehead Street, Oriole Street, and Lexington Avenue. Adjoining
properties appear to have existed as an urban area, generally developed with a mix of commercial,
residential and undeveloped parcels since at 1929.
Fact Sheet
Charlotte Water— Sewer Extension - NEW NPDES Permit NCO089923
Page I of 1

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
Previous site assessments indicate that two contaminant plumes have impacted soils and
groundwater beneath Baxter Street. These plumes likely relate to historic dry-cleaning
operations (chlorinated solvents) and underground storage tank releases. Investigations as early
as 1997 have consistently detected several constituents above both groundwater standards [ 15A
NCAC 02L.0202] and surface -water standards [ 15A NCAC 02B]. The attached site plan
indicates the location of groundwater monitoring wells providing data to the project.
3.0 RECEIVING STREAM EVALUATION
The application for discharge provides historic stream -flow data for Little Sugar Creek mainstem —
not the UT to Little Sugar Creek where the Applicant has initially located the outfall. Subsequent
correspondence with the USGS and the Applicant, Bruce Reilly (Civil & Environmental
Consultants, Inc., 23Ju12020) provided concurrence and stream data for the UT. However, these
stream -flow data are moot considering any discharge to a storm -sewer inlet affords no dilution (see
below 4.0). Both Little Sugar Creek and its UT are currently classified C; these waterbodies
located within the Catawba River Basin. Little Sugar Creek is listed as impaired [2018 North
Carolina 303 (d) List]. The total maximum daily loads (TMDLs) include:
• Fecal Coliform
• Turbidity limit [< 50 NTU].
• Dissolved Oxygen [daily average not < 5 mg/ L; instantaneous
value not < 4 mg/L during 7Q10 stream -flow conditions.
4.0 EVALUATION of PROPOSED DISCHARGE
Contaminants of Concern (COCs). The Division established a list of organic COCs reflecting the
table Summary of Detection [Pace Analytical Services, LLC, page 4 of 38] provided with the
application. However, while previous soil and groundwater analyses considered potential organic
contaminants, there are no data to date to assess the concentration of metals. DWR therefore has
added monitoring for a suite of metals (see permit Section A. (1.)]. It follows that Total Hardness
of the effluent and the receiving stream (upstream of the outfall) must also be established in
compliance with EPA guidelines for evaluating metals in dissolved fraction [see below, 7.0].
Finally, we have added Quarterly monitoring [see permit section A. (1.)] as comprehensive suites
to spot-check for:
• Total Purgeable Organic Compounds, EPA 624
• Base -Neutral Acids (Semi -Volatile Organics), Methods and 625
• Total PAHs, EPA Method 8270
• Polychlorinated biphenyls (PCBs), EPA Method 8280A
5.0 ESTABLISHING PERMIT LIMITS
The Applicant proposes to discharge to established storm -sewer inlets along the rights -of -way to
the Baxter and McDowell Streets discharging to the UT to Little Sugar Creek (see revised location,
Vicinity Map). Because these outfalls discharge to a storm -sewer inlet, the Division will assume
zero flow receiving -stream conditions offering no dilution per current permitting guidance. Permit
Expedited Fact Sheet
Charlotte Water — Sewer Extension - NEW NPDES Permit NC0089923
Pale 2

DocuSlgn Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501 E045
limits therefore reflect each given COC's surface water quality standard. DWR applied the
standard as both acute and chronic limits [see section A. (1.)].
Reasonable Potential Analyses (RPAs) were not conducted on the current database because there
are no post treatment analytical data; analyses to date consist of samples untreated for discharge
collected sporadically during site assessment.
6.0 ENGINEERING ALTERNATIVES ANALYSIS (EAA)
The Applicant presented an Engineering Alternatives Analysis (EAA), as required of new
discharges, concluding that a surface -water discharge is the most viable discharge alternative based
on cost (see permit application, Table 1 EAA Cost Analysis). The Division concurs with this
conclusion.
Whole Effluent Toxicity (WET) Testing — to protect the environment considering a potential
discharge daily [six (6) days / week], DWR recommends WET testing Acute, Monitor Only; 2/Monthly
(Pimephales promelas) 48-hour static test. [See Section A. (2)]. WET -test samples shall be
collected concurrently with other effluent samples as appropriate to monitoring frequency.
7.0 METALS EVALUATION — for TOTAL HARDNESS
NPDES Implementation of Instream Dissolved Metals Standards — Freshwater Standards
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by the NC
Environmental Management Commission (EMC) on November 13, 2014. The US EPA
subsequently approved the WQS revisions on April 6, 2016, with some exceptions. Therefore,
metal limits in draft permits out to public notice after April 6, 2016 must be calculated to protect
the new standards - as approved.
Table 1. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter
Acute FW, µg/1
(Dissolved)
Chronic FW, µg/1
(Dissolved)
Acute SW, µg/1
(Dissolved)
Chronic SW, µg/l
(Dissolved)
Arsenic
340
150
69
36
Beryllium
65
6.5
---
---
Cadmium
Calculation
Calculation
40
8.8
Chromium III
Calculation
Calculation
---
---
Chromium VI
16
11
1100
50
Copper
Calculation
Calculation
4.8
3.1
Lead
Calculation
Calculation
210
8.1
Nickel
Calculation
Calculation
74
8.2
Silver
Calculation
0.06
1.9
0.1
Zinc
Calculation
I Calculation
90
81
Expedited Fact Sheet
Charlotte Water— Sewer Extension - NEW NPDES Permit NCO089923
Page 3

DocuSign Envelope ID: A0713813413-E1F7-4650-AFSB-44DF8501E045
Table 1 Notes:
1. FW= Freshwater, SW= Saltwater
2. Calculation = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form. Aquatic life
standards for Mercury and selenium are still expressed as Total Recoverable Metals due to
bioaccumulative concerns (as are all human health standards for all metals). It is still
necessary to evaluate total recoverable aquatic life and human health standards listed in
15A NCAC 2B.0200 (e.g., arsenic at 10 µg/1 for human health protection; cyanide at 5
µg/L and fluoride at 1.8 mg/L for aquatic life protection).
Table 2. Dissolved Freshwater Standards for Hardness -Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise under 15A
NCAC 02B .0211 Subparagraph (11)(d)
Metal
NC Dissolved Standard, 1
Cadmium, Acute
WER*{1.136672-[In hardness](0.041838)} • e^{0.9151 [In hardness]-3.1485}
Cadmium, Acute Trout waters
WER* 11. 136672-[ln hardness](0.041838)) e^10.9151[in hardness]-3.6236}
Cadmium, Chronic
WER*{1.101672-[In hardness](0.041838)} e^{0.7998[ln hardness]-4.445I)
Chromium III, Acute
WER*0.316 - e^{0.8190[ln hardness]+3.7256}
Chromium III, Chronic
WER*0.860 • e^{0.8190[ln hardness]+0.6848}
Copper, Acute
WER*0.960 • e^(0.9422[In hardness]-1.700)
Copper, Chronic
WER*0.960 • e^{0.8545[In hardness]-1.702)
Lead, Acute
WER* I 1.46203-[In hardness](0.145712)) • e^{1.273[ln hardness]-1.460)
Lead, Chronic
WER*{1.46203-[In hardness](0.145712)} • e^{1.273[in hardness]-4.705}
Nickel, Acute
WER*0.998 • e^ {0.8460[ln hardness]+2.255 }
Nickel, Chronic
WER*0.997 - e^{0.8460[ln hardness]+0.0584
Silver, Acute
WER*0.85 • e^{1.72[ln hardness]-6.59}
Silver, Chronic
Not applicable
Zinc, Acute
WER*0.978 • e^{0.8473[ln hardness]+0.884}
Zinc, Chronic
WER*0.986 • e^ {0.8473[In hardness]+0.884}
General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards. However,
application of the dissolved and hardness -dependent standards requires additional consideration in
order to establish the numeric standard for each metal of concern of each individual discharge.
The hardness -based standards require some knowledge of the effluent and instream (upstream)
hardness and so must be calculated case -by -case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR
122.45(c). The discharge -specific standards must be converted to the equivalent total values for
use in the RPA calculations. We will generally rely on default translator values developed for each
metal (more on that below), but it is also possible to consider case -specific translators developed in
accordance with established methodology.
Expedited Fact Sheet
Charlotte Water- Sewer Extension - NEW NPDES Permit NC0089923
P,�r 1

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
RPA Permitting Guidance/WOBELs for Hardness -Dependent Metals - Freshwater
The RPA is designed to predict the maximum likely effluent concentrations for each metal of
concern, based on recent effluent data, and calculate the allowable effluent concentrations, based
on applicable standards and the critical low -flow values for the receiving stream.
If the maximum predicted value is greater than the maximum allowed value (chronic or acute), the
discharge has reasonable potential to exceed the standard, which warrants a permit limit in most
cases. If monitoring for a particular pollutant indicates that the pollutant is not present (i.e.
consistently below detection level), then the Division may remove the monitoring requirement in
the reissued permit.
To perform a RPA on the Freshwater hardness -dependent metals the Permit Writer
compiles the following information:
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet automatically
calculates the 1 Q 10 using the formula 1 Q 10 = 0.843 (s7Q 10, cfs) 0.993
• Effluent hardness and upstream hardness, site -specific data is preferred
• Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness -dependent metal of concern
and for each individual discharge, the Permit Writer must first determine what effluent and
instream (upstream) hardness values to use in the equations.
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test results for
any hardness data and contacts the Permittee to see if any additional data is available for
instream hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial evaluation
using a default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum
limits on the hardness value used for water quality calculations are 25 mg/L and 400 mg/L,
respectively.
If the use of a default hardness value results in a hardness -dependent metal showing
reasonable potential, the permit writer contacts the Permittee and requests 5 site -specific
effluent and upstream hardness samples over a period of one week. The RPA is rerun using
the new data.
The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic) _
(Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7010, cfs *Avg. Upstream Hardness, mg/L)
(Permitted Flow, cfs + s7Q10, cfs)
The Combined Hardness for acute is the same but the calculation uses the IQ 10 flow.
3. The permit writer converts the numeric standard for each metal of concern to a total
recoverable metal, using the EPA Default Partition Coefficients (DPCs) or site -specific
translators, if any have been developed using federally approved methodology.
Expedited Fact Sheet
Charlotte Water— Sewer Extension - NEW NPDES Permit NCO089923

DocuSign Envelope ID: A07D81346-E1 F7-4650-AF8B-44DF8501 E045
EPA default partition coefficients or the "Fraction Dissolved" converts the value for
dissolved metal at laboratory conditions to total recoverable metal at in -stream
ambient conditions. This factor is calculated using the linear partition coefficients
found in The Metals Translator. Guidance for Calculating a Total Recoverable
Permit Limit from a Dissolved Criterion (EPA 823-B-96-007, June 1996) and the
equation:
Cdiss - 1
Ctotal 1 + { [Kpo] [SS(1+a)] [10-6] }
Where:
ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L used,
and Kpo and a = constants that express the equilibrium relationship between
dissolved and adsorbed forms of metals. A list of constants used for each hardness -
dependent metal can also be found in the RPA program under a sheet labeled DPCs.
4. The numeric standard for each metal of concern is divided by the default partition
coefficient (or site -specific translator) to obtain a Total Recoverable Metal at ambient
conditions.
In some cases, where an EPA default partition coefficient translator does not exist (ie.
silver), the dissolved numeric standard for each metal of concern is divided by the EPA
conversion factor to obtain a Total Recoverable Metal at ambient conditions. This method
presumes that the metal is dissolved to the same extent as it was during EPA's criteria
development for metals. For more information on conversion factors see the June, 1996
EPA Translator Guidance Document.
5. The RPA spreadsheet uses a mass balance equation to determine the total allowable
concentration (permit limits) for each pollutant using the following equation:
Ca = (s7010 + w) (Cwgs) - (s7Q10) (Cb)
Qw
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3* (µg/L or
mg/L)
Qw = permitted effluent flow (cfs, match s7Q 10)
s7Q 10 = summer low flow used to protect aquatic life from chronic toxicity and
human health through the consumption of water, fish, and shellfish from
noncarcinogens (cfs)
* Discussions are on -going with EPA on how best to address background
concentrations
Flows other than s7Q 10 may be incorporated as applicable:
IQ 10 = used in the equation to protect aquatic life from acute toxicity
QA = used in the equation to protect human health through the consumption of
water, fish, and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality
Expedited Fact Sheet
Charlotte Water— Sewer Extension - NEW NPDES Permit NCO089923

DocuSign Envelope ID: A0713813413-E1F7-4650-AF8B-44DF8501E045
6. The permit writer enters the most recent 2-3 years of effluent data for each pollutant of
concern. Data entered must have been taken within four and one-half years prior to the date
of the permit application (40 CFR 122.21). The RPA spreadsheet estimates the 95th
percentile upper concentration of each pollutant. The Predicted Max concentrations are
compared to the Total allowable concentrations to determine if a permit limit is necessary.
If the predicted max exceeds the acute or chronic Total allowable concentrations, the
discharge is considered to show reasonable potential to violate the water quality standard,
and a permit limit (Total allowable concentration) is included in the permit in accordance
with the U.S. EPA Technical Support Document for Water Quality -Based Toxics Control
published in 1991.
7. When appropriate, permit writers develop facility specific compliance schedules in
accordance with the EPA Headquarters Memo dated May 10, 2007 from James Hanlon to
Alexis Strauss on 40 CFR 122.47 Compliance Schedule Requirements.
8. The Total Chromium NC WQS was removed and replaced with trivalent chromium and
hexavalent chromium Water Quality Standards. As a cost savings measure, total chromium
data results may be used as a conservative surrogate in cases where there are no analytical
results based on chromium III or VI. In these cases, the projected maximum concentration
(95th %) for total chromium will be compared against water quality standards for
chromium III and chromium VI.
9. Effluent hardness sampling and instream hardness sampling, upstream of the discharge, are
inserted into all permits with facilities monitoring for hardness -dependent metals to ensure
the accuracy of the permit limits and to build a more robust hardness dataset.
10. Hardness and flow values used in the Reasonable Potential Analysis for this permit
included:
Parameter
Value
Comments(Data Source
Average Effluent Hardness (mg/L)
[Total as, CaCO3 or (Ca + Mg)]
Average Upstream Hardness
(mg/-)
[Total as, CaCO3 or (Ca + Mg)]
7Q 10 summer (cfs)
1Q10 (cfs)
Permitted Flow (MGD)
0.450 MGD
Outfall 001 (per permit)
Expedited Fact Sheet
Charlotte Water— Sewer Extension - NEW NPDES Permit NC0089923
Pane 7

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
Approximate Project
\
/
Rights of Way
I — 277
Ir
US HWY 74
t
G�
1
P-1
i
MWW-1 MW-2S
MW-2D
I MW-35
,
MW-3D
MW-4S
W-as MW-4D
I
'
S MW-81) W=SS
W-5D
0 -9
UT to Little Sugar Creek
MW-1 I 0 MW
(flows south)
�13
MW-�
TREATMENT
SYSTEM
MW-12
to
GW Treatment System
4• PVC g"
(mobile)
DISCHARGE c3 `
PIPE IN
CREEK BED
% i
Proposed Discharge Line
r
(mobile) to variable UT storm sewers
(flows SE)
NP3S2' 12' 440.112
OWW50' 12.91
/ Little Sugar Creek
(flows south)
O
M
_
CHAR
TTE EAST
Civil & Environmental Consultants, Inc. MEC
3701 Arco Corporate Drive Suite 4C, idotle, NC 28273 -
MONITORING REPORT
SCALE IN FEET
Ph 980,237.0373 Fax [phone]
www.cecinc.com
SITE. ID No. 60-0012
WELLS P-2R AND -
1012018. 0 300
DRAWN BY. _ _ PAB I CHECKED BY: DRAFT APPROVED
600
DATE DEC 20191 DWG SCALE. V=300' PROJECT
Charlotte Water - Sewer Extension
GW-REM Baxter and McDowell Streets
State Grid/Ouad: G 15 NE / Charlotte East 10-Digit HUC: 0305010301
Receiving Stream: UT to Little Sugar Creek Stream Class: C
Drainage Basin: Catawba River Basin Sub -Basin: 03-08-34
Facility
Location Alow
not to scale
NoYth NPDES Permit NCOO89923
Mecklenburg County

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
William Deal
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216-3371
Subject: NPDES Application
Application No. NCO089923
Charlotte Water
Mecklenburg County
Dear Applicant:
NORTH CAROLINA
Environmental Quality
March 19, 2020
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 1063 in the amount of $860.00 as payment of the application fee.
These items were received in our offices on March 17, 2020. Your application will be assigned to a permit writer within
the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
httmildmac.4ov/permits- _ regulations permit -guidance environmental -application -tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,]
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
D_E - Nonr Car, no Depertrnentof Eav+o-rronto Quo t. I D vsas of Water Resouroes
Mooresv *Fog *r*,Dff. os 1 610 East Centw Avenue, Suae 301 1 Mooresv v, Nonr Caro ns 28118
=`�--��-- 704-$3-109

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
NPDES PERMIT APPLICATION - SHORT FORM C - GW
Poi discharges associated with groundwater treatment facilities.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number INCH
!f you are completing this form in computer use the TAI3 key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
Charlotte Water
Charlotte Water
5100 Brookshire Boulevard
Charlotte
NC 28216
[phone]
[e-mail]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road Baxter Street
City Charlotte
State / Zip Code NC 28204
County Mecklenburg
3. Operator Information:
Name of the f[rm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Sandcrs Utility
Mailing Address 6801 Brookshire Blvd
City Charlotte
State / Zip Code NC 28216
Telephone Number [phone]
Fax Number ( )
4. Ownership Status:
Federal ❑ State ❑ Privatc ❑ Public IR
Pagc I ot3 C-GW 03/05

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
NPDES PERMIT APPLICATION - SHORT FORM C - GW
For discharges associated with groundwatcr treatinent facilities,
B. Products recovered:
Gasoline ❑ I )icsel fuel ❑ Solvents R Other
6. Number of separate discharge points: l
Outfail Identification number(s) 0001.
7. Frequency of discharge: Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs:. 6 - Duration:. 12 months
8, Treatment System Design flow 0.036 MGD
9. Name of receiving streams) (Ytnvide a map showing cite exact location of each outfall, including
latitude and longitude):
Little Sugar Creek N 35 12 40.12 W 80 50 12.91
10. Please list all additives to the treatment system, including chemicals or nutrients, that have
the potential to be discharged.
None
11. Is this facility located on Indian country? (check one)
Yea ❑ No
12. Additional Information
All applicants (including renewalsk
v A USGS topographical map for copy of the relevant portion) which shows all outfalls
i A summary of the most recent analytical results (effluent data, if available) containing the
maximum values for each chemical detected
NEW Applicants only:
y Engineering Alternative Analysis
y Description of remediation treatment system components, capacities, and removal efficiency
for detected compounds.
> If the treatment system will discharge to a storm sewer, written approval from the
municipality responsible for the sewer.
> A list of any chemicals found in detectable amounts at the site, with the maximum observed
concentration reported for each chemical (the most recent sample must be collected less
than one year prior to the date of this application)
> For petroleum -contaminated sites - Analyses for Volatile Organic Compounds (VOC) should
be performed. Analyses for any fuel additives likely to be present at the site and for phenol
and lead should also be performed.
> For sites contaminated with solvents or other contaminants - El'A Method 624/625
analysis should be performed.
Page 2 of 3 C-GW 03105

DocuSign Envelope ID: A07D8D4B-ElF74650-AF8B-44DF8501E045
NPDES PERMIT APPLICATION - SHORT FORM C - GW
For discharges associated with groundwater treatment facilities.
13. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
William Deal Senior_Prok t Maier.
Printed name of Person Signing Title
O
Signature of Applicant
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
required to he maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section
1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.)
Page 3 of 3 GGW 03105

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
I N/law
Civil & Environmental Consultants, Inc.
March 9. 2020
NCDEQ Division of Water Resources
NPDES Complex Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699
Subject: Engineering Alternatives Analysis (EAA)
CBD to LSC Sewer Construction
Charlotte, North Carolina
CEC Project 190-615
On behalf of Charlotte Water, Civil & Environmental Consultants, Inc. (CEC) is requesting the
issuance of a NPDES permit for the discharge of treated groundwater generated from dewatering
activities during the Baxter Street sanitary sewer line construction.
Applicant Information
Charlotte Water
5100 Brookshire Blvd.
Charlotte, North Carolina 28216
Attention: Bill Deal
Phone: [phone]
Email: [e-mail]
Project Location
Baxter Street and McDowell Street
Charlotte, North Carolina
EAA Preparer
Civil & Environmental Consultants, Inc. (CEC)
3701 Arco Corporate Drive Suite 400
Charlotte, North Carolina 28273
Phone: [phone]
Attention: Bruce Reilly, Senior Project Manager
Email: [e-mail]

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NCDEQ - DWR
CEC Project 190-615
Page 2
March 9, 2020
1.0 BACKGROUND
The Subject Property consists of roads and associated right-of-ways along portions of Baxter
Street, South McDowell Street, Morehead Street, Oriole Street, and Lexington Avenue. The
adjoining properties appear to have existed as an urban area, generally developed with a mix of
commercial, residential and undeveloped parcels since at 1929. Previous assessments indicate that
two contaminant plumes have impacted soils and groundwater beneath Baxter Street related to
historic dry cleaning operations (chlorinated solvents) and underground storage tank release.
Investigations as early as 1997 have consistently detected several constituents above the 15A
NCAC 02L.0202 groundwater standards: carbon tetrachloride (CT), tetrachloroethene (PCE), and
trichloroethene (TCE). CEC performed groundwater sampling in March 2019 and found the 15A
NCAC 02L.0202 groundwater and the 15A NCAC 02B surface water standard exceedances for
PCE in wells MW-3s, MW-6, and MW-8s and toluene in well MW-5s (analytical lab results are
attached). The attached site plan indicates the location of the monitoring wells in relation to the
project location.
2.0 PROJECT DESCRIPTION
The project will consist of the construction of a new sanitary sewer line along portions of Baxter
Street and McDowell Street by micro -tunneling. Groundwater from access pits and boreholes will
be pumped out and treated before discharging directly into little Sugar Creek, part of the Sugar
Creek Watershed. Dewatering and treatment activities arc estimated to last approximately twelve
(12) months. The collection, treatment, and discharge of treated groundwater will be terminated
once construction activities performed below the groundwater table are completed.
3.0 ENGINEERING ALTERNATIVES ANALYSIS
3.1 EVALUATION OF WASTEWATER DISCHARGE TO SURFACE WATERS
CEC reviewed Low -Flow Characteristics of Streams, published by the USGS in 1993, to obtain
the following stream flow data for Little Sugar Creek:
Drainage Area: 40.80 square miles
Summer/Winter 7Q10: 34 cubic feet per second (cfs)
30Q2 Flow: 87 cfs
W7Q10 Low Flow: 55 cfs
Average annual unit runoff. 12 cfs/sq. mi
Civil 9 Environmental Consultants, Inc.

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NCDEQ - DWR
CEC Project 190-615
Page 3
March 9.2020
little Sugar Creek is classified as a Class C (fishable/swimmable) water located within the
Catawba River Basin and is listed as an impaired waterway on the North Carolina 303(d) List. The
total maximum daily limits (TMDLs) include a fecal coliform limit of less than 9.4x1012 cfu/100
mi. and a turbidity limit of less than of 50 NTEI. 'There is also a TMDI, for dissolved oxygen of no
less than a daily average of 5 mg/l. and instantaneous value of 4 mg/l, during 7Q10 stream flow
conditions.
The proposed groundwater treatment system consists of a 1,100 gallon surge tank, two parallel
particle filters, two 1,000 pound carbon vessels connected in series, and ancillary piping,
instrumentation, and valving. The system has a flow capacity of 50 gpm and will have an operating
flow rate of 25 gpm. Groundwater generated by dewatering activities will be pumped to the surge
tank to equalize flow and settle larger suspended solids. Pumps I and 2 will transfer the supernatant
through the particle filters to the carbon vessels that contain virgin coconut carbon. CEC
anticipates that the treatment system wil I sufficiently remove organics and turbidity to levels below
detection. The process flow diagram is included as an attachment. The proposed location of the
treatment system and outfall is shown on the attached site plan.
3.2 NON -MUNICIPAL FLOW PROJI'CTION
Based on similar construction projects in the uptown Charlotte area, the estimated discharge flow
from the treatment system will be 25 gallons per minute (36,000 gpd).
3.3 FEASIBILITY EVALUATION OF ALTERNATIVES
In accordance with 15A NCAC 21-1.0105(c)(2), CEC evaluated the technical and economic
feasibility of wastewater disposal alternatives referenced in the Engineering Alternatives Analysis
(EAA) Guidance document.
3.3.1 Connection to Existing Wastewater'1'reatment System
Based on a review of the City of Charlotte Sewer Use Ordinance, the municipal treatment plants
owned and operated by the City do not accept groundwater discharges per Section 23-79 (b)(14).
Additionally, CEC: approached DART, a Charlotte -based company specialized in waste disposal,
and they stated that disposal and treatment of groundwater would cost $0.40 per gallon. Based on
the projected flow rate and anticipated duration of dewatering activities, the disposal cost would
be approximately $6.5 million deeming this alternative cost prohibitive.
Civil A Environmental Consultants. Inc

DocuSign Envelope ID A07D8D4B-ElF7-4650-AF8B-44DF8501E045
NCDEQ - DWR
CEC Project 190-615
Page 4
March 9. 2020
3.3.2 Land Application and Infiltration Galleries
Due the limited land available adjacent to the project site and setback requirements, land
application and infiltration galleries are technically infeasible as wastewater disposal methods.
Nearby properties are currently valued a $4 -10 million per acre making these options cost
prohibitive (supporting documentation attached). A table detailing the capital and operating costs
for these options is included as an attachment.
3.3.3 In -Situ Remediation Wells
Due the limited land available adjacent to the project site, the installation of off -site injection wells
is technically infeasible as wastewater disposal method. Nearby properties are currently valued a
$4 -10 million per acre making this option cost prohibitive (supporting documentation attached).
A table detailing the capital and operating costs for these options is included as an attachment.
4.0 CLOSING
If you have any questions or comments please contact Bruce Reilly by phonic at 980-260-2130 or
email at [e-mail].
t ,
Sincerely, �.•`'0�*,►1A CAP p'�O �.,.
Q
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
At. }`
5532 l
3/9/2020
Clinton Ingram, P.E. Bruce D. Reilly, P.E.
Project Consultant Senior Project Manager
Enclosures: CAPEX and OPI?X for Evaluated Alternatives
Proposed Site Plan
Proposed GW Treatment System Process Flow Diagram
March 2019 Analytical Data
Property Valuation Documentation
March 2019 Groundwater Monitoring Results
Certified Mail Receipts
Delivery Tracking Information
cc: Mr. Freddie Young, Sanders Utility
Mr. William Deal, Charlotte Water
Cavil & Environmental Consultants. Inc

DocuSign Envelope ID: A07D8D46-E1F7-4650-AF8B-44DF8501E045
CAPEX AND OPEX FOR EVALUATED ALTERNATIVES

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
Baxter Street Sewer System Improvement - Groundwater Disposal Alternative Evaluation
Table I - EAA Cost Analysis
Connection to
Closed Loop
Engineering Alternative
Private
Land
Application
Infiltration
Remcdiation
Surface
Water
Wastev►ster
Galleries
Wells
Discharge
Treatment
Plant
Capital
Land Costs
S
-
$
70.000.000
S
30,000,000
S
10.000,000
S
-
Cost
Construction/Equipment
S
25,000
S
110.000
S
30.000
S
125,000
S
75,000
(CAPf''X)
Costs
Labor Costs
$
20,000
S
80,000
$
20,000
S
35,000
S
20,000
Design Costs
S
25,0(►n
S
50,000
$
50.000
$
50,000
$
25,000
Total CAPEX
$
70,000
S
70,240,000
S
30.100,000
S
10,210,000
S
120,000
Operating
O&M Costs
S
10,000
$
10,000
S
10,000
S
10,000
S
25,000
Costs
Lab Costs
S
50,000
S
50,000
S
50,000
S
50,000
$
50,000
(OPEA)
Operator Costs
S
50.000
S
50.000
$
50.000
$
50,000
S
80.000
GW/Residual Disposal
S
6.480.000
$
180.000
S
190,000
$
180,000
S
50,000
Costs
Connection Fees
$
S
-
$
S
-
S
Permit Fees
$
$
5,000
S
5.000
S
5,000
$
5,000
I Itility Costs
S
S
5,000
S
5.000
S
5,000
S
7,500
Total Monthly OPEX
$
1.098333
S
50,000
S
50,000
S
50,000
S
36,250
Present Value (r 3%. n 6 mo )
S
6.603.000
S
70.537.000
S
30,397,000
S
10,507,000
S
336,000

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
PROPOSED SITE PLAN

DocuSgn Envelope ID: A07DED48-E1F7.4850-AFBB-44DF8501E045
a
Uk.
v
r
11
REFERENCE
t. U.S.G.S. 7.5' TOPOGRAPHIC MAP, CHARLOTTE EAST
i QUADRANGLE, NC DATED: 2019.
i
e 2. WELL DATA TAKEN FROM GROUNDWATER MONITORING REPORT
FOR FORMER DOMESTIC LAUNDRY DSCA SITE. ID No. 80-0012
' PREPARED BY URS, DATED 10/27/2014. WELLS P-2R AND
MW-12 WERE NOT OBSERVED BY CEC IN 10/2018.
c
LEGEND
0 MW-1 MONITORING WELL LOCATION
® MW-50 DEEP MONITORING WELL
LOCATION
® MW-5S NESTED MONITORING WELL
LOCATION
PROJECT SITE
•f
4" PIIC
PrIE
♦♦♦ <
k•
?aaFosEn OUTFALL
I N 12' "
w 17-91
O w eoso' 1z.e1'
Q�r `
ILW�AVE CHARLOTTE MECKLENBURG UTILITIES PLANT
CITY OF CHARLOTTE
Civil & Environmental Consultants, Inc. MECKLENBURG COUNTY, NORTH CAROLINA
3701 Arm Corporate Drive - Suite 400 Charlotte, NC 28213
Ph: 900.237.0373- Faa: 980,237.0372 VICINITY MAP
SCALE IN FEET w xecinc.mm
DRAWN BY: PAB CHECKED BY: DRAFT APPROVED BY: DRAFT FIGURE NO.:
O 300 800 DATE: DEC 2019 DWG SCALE: 1"=300' PROJECT NO. 181-313

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
PROPOSED GW TREATMENT SYSTEM PROCESS FLOW DIAGRAM

DocuSign Envelope ID. A07DBD4B-El F74650-AF8B 44DF8501 E045
Hyr tvM uwwnxT
r...v t P• t� ott. j
talx......w..,.wwtw
� wtJw N nrwrr
w wwwNr,Mr. .-
lmp l l PIlP 2.
RKIM Pump
P.—I. Flihr.
Pte...r. Swllcn
pM S.n.m
I Coem1VMNI�Fbw9wheh
/iO1Ml
.
mx
xerirtierwwee
F•r+z�coiN.erw
wwt oaw...lnt
see. rew
►u.r�el rn�ee. lw.
EVcva�{�ttn .Lr�
erxv.o.l
wr�r t. wow. 'p2^N xaat..o.n
.a.n
�l.e�
tw3tn.nt
r,n.
��r�Pa�
vqx. a«ww.
rvrra.wt.l r.. n..wtw
Fascr.u++wl
areTB4 eons
rvc Mtm nse
f
HERIC SOLUTIONS, A
PO so."
Ind.n rra0. nt xeP29
aaP2x.le.l
so GPM Mob9e Troatmerd Unit
P s ID
Design Maximum Flow Rate - 50 GPM
Updated November 24, 2019 by ECD

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
MARCH 2O19 ANALYTICAL DATA

DocuSign Envelope ID: A07D81346-E1F7-4650-AF8B-44DF8501E045
ace"Iytical.
W#*peakbtcom
March 25, 2019
Donald Cobb
Civil & Environmental Consultants
1900 Center Park Drive
Charlotte. NC 28217
RE: Project: Baxter St Assessment
Pace Project No.: 92421696
Dear Donald Cobb:
Pace Analytical Services, LLC
9800 Kincey Ave Sude 100
Huntersville, NC 28078
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on March 18, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
[phone]
Project Manager
E nclosures
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced except in full,
without tf a written conswit of Pace Analytical Seances LLC
Page 1 of 38

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
aceAnalytical'
Project Baxter St Assessment
Pace Project No. 92421696
Charlotte Certification IDs
9800 Kincey Ave, Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification # 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification # 12
CERTIFICATIONS
South Carolina Certification # 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certif cation #: 84
Virginia/VELAP Certification # 460221
REPORT OF LABORATORY ANALYSIS
Pace Analytical Services, LLC
9000 Kinsey Ave Suite 100
Huntersville, NC 28078
[phone]

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
Pace Analytical Services, LLC
9800 Kincey Ave Suite 100
ace Analytical
Huniemville NC 28078
wunp,ceaherlvn
[phone]
SAMPLE ANALYTE COUNT
Project
Pace Project No
Baxter St Assessment
92421696
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92421696001
MW-35
EPA8260D
NSCQ
63
PASI-C
92421696002
MW-45
EPA8260D
NSCQ
63
PASI-C
92421696003
MW-55
EPA8260D
GAW
63
PASI-C
92421696004
MW-6
EPA8260D
NSCQ
63
PASI-C
92421696005
MW-7
EPA8260D
NSCQ
63
PASI-C
92421696006
MW-8S
EPA8260D
NSCQ
63
PASI-C
92421696007
TMW-2
EPA8260D
NSCQ
63
PASI-C
92421696008
TMW-3
EPA8260D
GAW
63
PASI-C
92421696009
TMW-17
EPA8260D
NSCQ
63
PASI-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced. except in lull.
mthout to written consent of Pace Analytical Services LLC Page 3 o138

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
aceAwlyh'cal
rawperaleescom
SUMMARY OF DETECTION
Pace Analytical Services. LLC
9300 Krncey Ave Suite IGO
Huntersville, NC 28078
[phone]
Project
Pace Project No
Baxter St Assessment
92421696
lab Sample ID
Client Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed Quafrtiers
92421696001
MW-35
EPA8260D
cis-1,2-Dichloroethene
2 7
ug/L
1.0
03/20/19 07:22
EPA 8260D
Tetrachloroethene
288
ug/L
1.0
03/20/19 07:22
92421696002
MW-45
EPA 8260D
Tetrachloroethene
12
ug/t.
1.0
03/20/19 07,40
92421696003
MW-55
EPA8260D
Benzene
371
ug/L
50
03/25/1912A5
EPA8260D
Ethylbenzene
789
ug/L
5.0
03/25/1912:45
EPA 8260D
Naphthalene
401
Lrg/L
5 0
03/25/19 12:45 M 1
EPA 8260D
Styrene
7.0
ug/L
5.0
03/25/19 12 45
EPA 8260D
Toluene
153
ug/L
5.0
03/25/19 12 45
EPA8260D
1,2,3-Trichloropropane
8.5
ug/L
5.0
0312511912-45
EPA 8260D
Xylene (Total)
1430
ug/L
50
03/25119 12.45
EPA 8260D
m&p-Xylene
887
ug/L
10.0
03/25119 12.45
EPA 8260D
o-Xylene
543
ug/L
50
03/25/19 12 45
92421696004
MW-6
EPA 8260D
cis-1.2-Dichloroethene
190
ug/L
1.0
03/20/19 07:59
EPA 8260D
Tetrachloroethene
285
ug/L
1.0
03/20/19 07 59
EPA 8260D
Trichloroethene
8.6
ug/L
1.0
03/20/19 07:59
92421696006
MW-8S
EPA8260D
cis-1,2-Dichloroethene
2.9
ug/L
1.0
0312011903i35
EPA 8260D
Tetrachloroethene
93.9
ug/L
1.0
03/20/19 08:35
EPA 8260D
Trichloro8uoromethane
1.4
ug/L
1.0
03/20/19 05:35
92421696009
TMW-17
EPA 8260D
Acetone
94.4
ug4-
25.0
03/20/19 09:12
REPORT OF LABORATORY ANALYSIS
1 h s report shall not be reproduced. except in full
without the written consent of Pace Analytical Services LLC
Page 4 of 38

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
ace"Iytical
www.pac+alabttxrri
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Pace Analytical Services, LLC
9800 Krncey Ave Surte 100
Huntersville. NC 28078
[phone]
Sample: MW-35 Lab ID: 92421696001 Collected 03116/19 12 17 Received. 03/18/19 16,35 Matrix Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No Qual
8260D MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichl orometha ne
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3 chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1.2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichloroberizerle
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
11-Dlchloroethene
cis-1,2-Dichloroethene
trans -1, 2-Di chloroethene
12 Dichloropropane
1,3-Dichloropropane
2.2-Dichloropropane
1,1-Dichioropropene
cis-1.3-Dichloropropene
trans-1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
2-Hexanone
p-Isopropylioluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl -term -butyl ether
Naphthalene
Styrene
1.1.1.2-Teirachloroetharie
1,1,2,2-Tetrachloroethane
Telrachloroethene
Dale 03/2512019 03:09 PM
Analytical Method EPA8260D
NO
ug/L
NO
ug/L
NO
uglL
NO
ug/L
NO
ug/L
ND
uglL
NO
ug/L
NO
ug/L
NO
ug/L
NO
ugll
NO
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
uglL
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
uglL
NO
ug/L
NO
ug/L
NO
ug/L
2.7
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
NO
u91L
NO
ugh
ND
ug/L
NO
ug/l
ND
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
NO
ug/t
NO
ug/L
NO
ug/L
ND
ug1L
NO
ug/L
28.8
ug/L
250
10
1.0
10
1.0
1.0
2.0
5.0
10
1.0
1.0
5.0
10
10
1.0
50
1.0
1.0
1.0
10
10
10
10
10
1.0
1.0
1.0
1.0
1.0
10
10
10
10
10
10
10
1.0
5.0
1.0
5.0
5.0
10
1.0
1.0
1.0
1.0
10
I
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced except in full
rnthout tt•e written consent of Pace Analytical Services. LLC
03120/19 0722
67 64-1
03/20/19 07:22
71.43-2
03/20/19 07 22
108-86-1
M 1
03/20/19 07:22
74-97-5
03/20/19 07.22
7527-4
03/20/19 07.22
75-25-2
03/20/19 07:22
74-83-9
v3
03/20/19 07:22
78.93-3
03/20/19 0722
56-23-5
03/20/19 07.22
108-90-7
03/20119 07:22
75-00-3
03120/1907:22
67-66-3
M1
03/20/19 07:22
74-87-3
v3
031'2011907:22
95-49-8
M1
03/20/19 07:22
106-43-4
M 1
03/20/19 07 22
96-12-8
M1
03/20/19 07:22
124-48-1
M1
03/20/19 07:22
106-93-4
M 1
03/20/19 07:22
74-95.3
03/20/19 07:22
95 50-1
M 1
03/20/1907:22
541-73-1
M1
03/20/19 07:22
106-46 7
03/20/19 07:22
75-71-8
v3
03/20/19 07 22
75-34-3
03/20/19 07.22
107-06-2
M1
03/20/19 07:22
75-35-4
03/20/19 07:22
156-59-2
03/20/19 07:22
156-60-5
03/20/19 07:22
78-87-5
03/20/19 0722
142-28-9
M 1
03/20/19 07:22
594-20-7
03/20/19 07:22
563-58-6
M 1
03120/ 19 07:22
10061-01-5
M 1
03/20/19 07:22
10061-02-6
M1
03/20/19 07:22
108.20.3
03/20/19 07:22
100-41 4
03/20/19 07:22
E7.68-3
03/20/19 07.22
591-78-6
03120/19 0T22
99-87-6
03/20119 OT22
75.09-2
03/20/19 07:22
108-10-1
03/20/19 07:22
1634-04A
03120/19 07.22
91.20-3
03/20/19 07:22
100-42-5
M1
03/20/19 07:22
630-20-6
M1
03/20/19 07:22
79-34-5
M1
03/20/19 07:22
127-18 4
Page 5 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
Pace Analytical Services, LLC
11
9800 Krncey Ave Suite 100
!�?CeAffllXical' Huntersville, NC 28078
wwwpacewsWM [phone]
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Sample: MW-35
Lab ID: 92421696001 Collected 03/16/19
12:17
Received 03/18/19 16-35 Matrix Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed CAS No.
Qual
8260D MSV Low Level
Analytical Method: EPA 8260D
Toluene
ND
ug/L
10
1
03/20/19 07:22 108-88.3
1,2,3.Trichlorobenzene
ND
ug/L
10
1
03120/1907:22 87-61-6
M1
1,2,4-Trichlorobenzene
ND
ug/L
10
1
03/2011907:22 120-82-1
M1
1,1,1-Trichloroethane
ND
ug/L
10
1
0312011907:22 71-65-6
Ml
1,1,2-Trichioroelhane
ND
ug/L
10
1
03120/1907:22 79-00-5
M1
Trichloroethene
ND
ug/L
10
1
03/20/19 07:22 79-01-6
Trichlorofluoromethane
ND
ug/L
1 0
1
03/20/19 07:22 75-69-4
1,2,3-Trichloropropane
ND
ug/L
1.0
1
0312011907:22 96-184
M1
Vinyl acetate
ND
ug/L
20
1
03/20/19 07:22 108-05-4
Vinyl chloride
ND
ug/L
1.0
1
03/20/19 07:22 75-01.4
Xylene (Total)
ND
ug/L
10
1
03/20/19 07:22 1330-20-7
m&p-Xylene
ND
ug/L
20
1
03/20/19 07:22 179601.23-1
o-Xylene
ND
ug/L
1.0
1
03/20/19 07:22 95-47-6
Surrogates
4-Bromofluorobenzene (S)
103
%
70130
1
03/20/19 07:22 460-00-4
1,2-Dichloroethane-d4 (S)
91
%
70.130
1
03/20/19 07:22 17060-07-0
Toluene-d8 (S)
107
%
70- 130
1
03/20/19 07:22 2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full
Date: 03/25/2019 03:09 PM without the written Consent of Pace Analytical Services u.0 Page 6 of 38

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
Pace Analytical Services, LLC
e 9a00 Kmcey Ave Suite 100
ace,4w1Aical Huntersvilie- NC 28078
awwpacerabatxm [phone]
i
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Sample: MW-46
Lab lD: 92421696002 Collected: 03/16/19 11 25 Received.
03118/19 16:35 Matrix Water
Parameters
Results
Units
Report Limit
DF Prepared
Analyzed CAS No
Dual
8260D MSV Low Level
Analytical Method EPA 8260D
Acetone
ND
ug/L
25.0
1
03/20/19 07 40 67-64.1
Benzene
ND
ug/L
10
1
03/20/19 07,40 71-43-2
Bromobenzene
ND
uglL
1.0
1
03/20/19 07:40 108-86-1
Bromochloromethane
ND
uglL
1.0
1
03/20/19 OTr40 74 97 6
Bromodichloromelhane
ND
ug/L
1.0
1
03/20/19 07:40 75-27-4
Bromoform
ND
ug/L
10
1
03/20/19 07:40 75-25.2
Bromomethane
ND
ug/L
2 0
1
03/20119 07:40 74-83-9
v3
2-Butanone (MEK)
ND
ug/L
5.0
1
03/20/19 07 40 78.93-3
Carbon tetrachloride
ND
uglL
1.0
1
03120/19 07:40 56-23-5
Chloroberizene
ND
ug/L
10
1
03/20/19 07.40 108-90.7
Chloroethane
ND
ug/L
1.0
1
03/20/19 07:40 75-00-3
Chloroform
ND
ug/L
5.0
1
03/20/19 07 40 67-66-3
Chloromethane
ND
ug/L
1.0
1
03/20/19 07 40 74 87-3
v3
2-Chlorotoluene
ND
ug/L
10
1
03/20/19 07 40 95-49-8
4-Chlorotoluene
ND
ug/L
1 0
1
03/20/19 07-40 106-43-4
1.2-Uibromo-3-chloropropane
NU
ug/L
5V
1
03120/1907:40 56.12-8
Dibromochloromethane
ND
ug/L
10
1
03120/1907:40 124-48-1
1.2-Dibromoethane (EDB)
ND
ug/L
1.0
1
03/20/19 07 40 106-93-4
Dibromomethane
ND
ug/L
1.0
1
03/20/19 07:40 74-95.3
1,2-Dichlorobenzene
ND
ug/L
1.0
1
0312011907:40 E5-50.1
1.3-Dichlorobenzene
ND
ug/L
1.0
1
03/20/19 07 40 541.73.1
1.4-Dichtorobenzene
ND
ug/L
1.0
1
03/20/19 07:40 106-46-7
Dichlorodifluoromethane
ND
ug/L
1.0
1
03/20/19 07.40 75-71-8
v3
1.1-Dichloroethane
ND
ug/L
1.0
1
03/2011907.40 75-34-3
1.2-Dichloroethane
ND
ug/L
1 0
1
03/20/19 07:40 107-06-2
1,1-Dichloroethene
ND
ug/L
10
1
03/20/19 07:40 75-35-4
cis-1.2-Dichloroethene
ND
ug/L
1.0
1
03/20/19 07:40 156.59-2
trans-1,2-Dichloroethene
ND
ug/L
10
1
03/20119 07 40 156-60-5
1.2-Dichloropropane
ND
ug/L
1.0
1
03/20/19 07:40 78-87-5
1.3-Dichloropropane
ND
ug/L
10
1
03/20/1907,40 142-28-9
2,2-Dichloropropane
ND
ug/L
1 0
1
03/20/19 07:40 594-20-7
1.1-Dichloropropene
ND
ug/L
1.0
1
03120/1907:40 563-58-6
cis 1.3-Dichloropropene
ND
ug/L
10
1
03/20/19 07:40 10061-01-5
trans-l.3-Dichloropropane
ND
ug/L
10
1
03/20/1907.40 10061-02-6
Diisopropyi ether
ND
ug/L
1.0
1
03/20/19 07:40 108-20-3
Ethylbenzene
ND
ugll
10
1
03120/1907:40 100-41-4
Hexachloro-1,3-butadiene
NU
ug/l
1.0
1
03/20/19 07.40 E7-68-3
2-Hexanone
ND
ugh
5.0
1
0312011907.40 591-78-6
p-Isopropyltoluene
ND
ug/L
1.0
1
03/20/19 07:40 99-87-6
Methylene Chloride
ND
ug/L
5.0
1
03/20/19 07:40 75-09-2
4-Methyl-2-pentanone (MIBK)
ND
ug/L
5.0
1
03/20/19 07 40 108-10-1
Methyl-tert-butyl ether
ND
ug/L
10
1
03/20/19 07.40 1634-04-4
Naphthalene
ND
ug/L
10
1
03120/1907:40 91-203
Styrene
ND
ug/L
10
1
03/20/19 07.40 100-42-5
1.1.1,2-Tetrachloroethane
ND
ug/L
1.0
1
03/20/19 07:40 630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
10
1
0312011907:40 79-34-5
Tetrachloroethene
1.2
ug/L
1.0
1
03/20/19 07:40 127-18-4
REPORT OF LABORATORY ANALYSIS
This report shall riot be reproduced
except in full
Date 03/25/2019 03:09 PM
without the written consent of Pace Analytical Services LLC
Page 7 of 38

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
/'2'ceMa1Xka1-
wwwpam*$.com
ANALYTICAL RESULTS
Pace Analytical Services. LLC
9800 luncey Ave Suite 100
Huntersville, NC 28078
[phone]
Project Baxter St Assessment
Pace Project No 92421696
Sample: MW-45 Lab ID: 92421696002 Collected: 03/16119 11:25 Received: 03/18119 16:35 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method: EPA 8260D
Toluene
ND
ug/L
1.0
1
03/20/19 07.40 108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
1,0
1
03/20/1907:40 87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
1.0
1
0312011907:40 120-82-1
1,1,1-Trichloroethane
NO
ug/L
10
1
03/20119 07:40 71.55-6
1,1,2-Trichloroethane
NO
ug/L
1.0
1
03/20119 07:40 79-00-5
Trichloroethene
NO
ug/L
1.0
1
03/20119 07:40 79-01.6
Trichtorolluoromethane
NO
ug/L
10
1
03/20/19 07:40 75-69-4
1,2,3-Trichloropropane
ND
ug/L
10
1
03/20/1907:40 96-18-4
Vinyl acetate
ND
ug/L
2.0
1
03120/19 07:40 108.05-4
Vinyl chloride
NO
ug/t
1.0
1
03/20119 07:40 75-01-4
Xylene (Total)
NO
uglL
1.0
1
03/20119 07:40 1330-20-7
m9p-Xylene
NO
ug/L
2.0
1
0312011907:40 179601-23-1
o-Xylene
NO
ug/L
1.0
1
03/20/19 07:40 95-47.6
Surrogates
4-Bromofluorobenzene (S)
100
%
70-130
1
03/20/19 07:40 460-00-4
1,2-Dichloroethane-d4 (S)
88
%
70-130
1
03/20/19 07:40 17060-07.0
Toluene-d8 (S)
109
%
70.130
1
03/20/19 07:40 2037-26-5
Date 03/2512019 03 09 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fuu,
without the written consent of Pace Analytical Services LLC
Page 8 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
Pace Analytical Services, LLC
!219Awlyfical" 9800 Kincey Ave Suite 100
Huntersviee, NC 28078
awwpacewscom [phone]
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Sample: MW-55
LabID: 92421696003 Collected 03116/19 10:30 Received:
03/18/19 16:35 Matrix Water
Parameters
Results
Units
Report Limit
DF Prepared
Analyzed
CAS No
Qual
82600 MSV Low Level
Analytical Method EPA 8260D
Acetone
ND
ug/L
125
5
03/25/1912.45
67-64-1
M1.R1
Benzene
37.1
ug/L
5 0
5
03/25/19 1245
71-43-2
Bromobenzene
ND
ug1L
50
5
03/25/19 12:45
108.86-1
Bromochloromethane
ND
ug/L
5.0
5
03/25/1912.45
74-97-5
Bromodichloromethane
ND
ug/L
5.0
5
03/25/19 1245
75-274
Bromoform
ND
ug/L
50
5
03/25/19 12:45
75-25-2
Bromomethane
ND
ug/L
100
5
03/25/19 12:45
74-83-9
2-Butanone (MEK)
ND
ug/L
250
5
03/25/19 12:45
78-93-3
Carbon tetrachloride
ND
ug1L
5.0
5
03/25/19 12:45
56-23.5
Chlorobenzene
ND
ug/L
so
5
03/25/19 12:45
108.90-7
Chloroethane
ND
ug1L
5.0
5
03/25/19 12:45
75-00-3
Chloroform
ND
ug/L
25.0
5
0312511912:45
67-66-3
Chloromethane
ND
ug/L
5.0
5
03/25/19 12 45
74.87-3
2-Chlorotoluene
ND
ug1L
50
5
03/25/19 12:45
95-49-8
M1
4-Chlorotoluene
ND
ug/L
50
5
03/25/19 12:45
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
25.0
5
03/250912:45
96-12-8
Dibromochloromethane
ND
ug/L
5.0
5
0312511912.45
12448-1
1,2-Dibromoethane (ED3)
ND
ug/L
5.0
5
03125119 12:45
106.93.4
Dibromomethane
ND
ug/L
5.0
5
03/25119 12:45
74-95-3
1,2-Dichlorobenzene
ND
ug/L
5.0
5
03/2511912.45
95-50.1
1.3-Dichlorobenzene
ND
ug/L
50
5
03/25/19 12:45
541-73-1
1,4-Dlchlorobenzene
ND
ug/L
50
5
03/25119 12:45
106.46.7
Dichlorodifluoromethane
ND
ug/L
50
5
03/25/19 12:45
75-71-8
1. 1 -Dichloroethane
ND
uglL
5.0
5
03/25119 12:45
75-34-3
1,2-Dichloroethane
ND
ug/L
5.0
5
03/25119 12:45
107.06.2
1.1-Dichlorcethene
ND
ug/L
5.0
5
03/2511912:45
75-35-4
cls-1,2-Dichloroethene
ND
ug/L
50
5
03/25/1912.45
156.59.2
trans-l.2-Dichloroetherte
ND
ug/L
5.0
5
03/2511912.45
156-60-5
1,2-Dichloropropone
ND
ug/L
50
5
03/25119 12 45
78-87-5
1,3-Dichloropropane
ND
ug/L
5.0
5
03/25119 12 45
142-28-9
2,2-Dichloropropane
ND
ug/i.
50
5
03/25/19 12:45
594-20-7
1. 1 -Dichloropropene
ND
ug/L
5.0
5
0312511912:45
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
5.0
5
03/25/1912.45
10061-01-5
trans-1,3-Dichloropropene
ND
ug/L
50
5
03/25/19 12:45
10061-02-6
Diisopropyl ether
ND
ug/L
5 0
5
03/25/19 12.45
108-20-3
Ethylbenzene
789
ug/t
5.0
5
03/2511912A5
100414
Hexachloro-1,3-butadiene
ND
ug/L
5.0
5
03/25119 12:45
87.68-3
2-Hexanone
ND
ug/L
250
5
03/25/19 12:45
591-78-6
p-Isopropyltoluene
ND
ug/L
50
5
03/25/19 12 45
99-87-6
Methylene Chloride
ND
ug/L
25.0
5
03/25/19 12:45
75-09-2
4-Methyl-2-pentanone (MlBK)
ND
ug1L
250
5
03/25/19 12 45
108 10-1
Methyl-tert-butyl ether
ND
ug/L
5.0
5
03/25/19 12:45
1634-04-4
Naphthalene
401
ug/L
5.0
5
03/25/1912.45
91-20-3
M1
Styrene
7.0
ug/L
5.0
5
03125/1912:45
100-42-5
1.1,1,2-Tetradlloroethane
ND
ug/L
5.0
5
03/251191245
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
50
5
03/25/19 12:45
79-34-5
Tetrachloroethene
ND
uglL
5.0
5
03/25/1912.45
127-18-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced.
except in full
Date 03/25/2019 0109 PM
without the written consent of Pace Analytical Services I. LC
Page 9 of 38

DocuSign Envelope ID: A07DBD4B-E1F7-4650-AF8B-44DF8501E045
10,;alce"Ixical
Nwwpewbbs.axn
I
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No. 92421696
Pace Analytical Services, LLC
9300 Kincey Ave Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-55
Lab ID: 92421696003 Collected 03/16/19 M3C
Received 03/18/19 16.35 Matrix Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed CAS No Qual
8260D MSV Low Level
Analytical Method- EPA 8260D
Toluene
153
ug/L
5.0
5
03/25/19 12 45 108-88-3
1,2,3-Trichlorobenzene
ND
ugh
5.0
5
03125/1912,46 67-61-6
1.2.4-Trichlorobenzene
ND
ug/L
5.0
5
03125/191245 120-82-1
1, 1,1 -Trichloroethane
ND
ug/L
5.0
5
03/25/1912.45 71.55.6
1,1,2-Trichloroethane
ND
ugh
5.0
5
0312511912.45 79-00-5
Trichloroethene
ND
ug/L
5.0
5
0312511912.45 79-01-6
Trichlorofluoromelhane
ND
ug/L
5.0
5
0312511912:45 75-694
1,2,3-Trichloropropane
8.5
ugh
5.0
5
03125/191245 96-18-4
Vinyl acetate
ND
ug/L
100
5
03/25/19 12:45 108-05-4
Vinyl chloride
ND
ugri.
5.0
5
03/25/19 12 45 75-01-4
Xylene (Total)
1430
ug1L
5.0
5
03/25/19 12:45 1330.20-7
m&p-Xylene
887
ug/L
MO
5
03125/1912A5 179601-23-1
o-Xylene
543
ug/L
5.0
5
03(25/1912A5 55.47-6
Surrogates
4-Bromofluorobenzene {S)
98
%
70.130
5
03/25/19 12.45 460-004
1,2-Dichloroethane-d4 (S)
97
%
70-130
5
03/25/19 1245 17060-07-0
Toluene-d8 (S)
99
%
70-130
5
03125/19 12.45 2037-26-5
Date: 03/25/2019 03:09 aM
REPORT OF LABORATORY ANALYSIS
This report shall riot be reproduced except ir, lull
without the written consent of Pace Analytical Services LLC
Page 10 0138

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
aceAwlytical e
wwwpsos/aE&CM
i
ANALYTICAL RESULTS
Project. Baxter St Assessment
Pace Project No 92421696
Pace Analytical Services, LLC
9300 Kinsey Ave Sude 100
Huntersville. NC 28070
(704)8759092
Sample: MW-6
Parameters
Lab ID: 92421696004 Collected. 03/16119 14 07
Results Units Report Limit OF
Received. 03/18/19 16:35 Matrix Water
Prepared Analyzed CAS No Qual
8260D MSV Low Level
Analytical Method EPA 8260D
Acetone
NO
ug/L
250
1
03/20/19 07.59 67.64-1
Benzene
ND
ug/L
1 0
1
03/20/19 07:59 71.43-2
Bromoberizene
ND
ug/L
1.0
1
03/20/19 07:59 108-86-1
Bromochloromethane
NO
ug/L
1.0
1
03/20/19 07:59 74.97-5
Bromodichloromethane
ND
ug/L
10
1
03/20/19 07:59 75-27A
Bromotorm
NO
ug/L
1.0
1
03/20/19 07:59 75-25-2
Bromomethane
NO
ug/L
20
1
03/20/19 07:59 74-83.9 v3
2-Butanone(MEK)
ND
ug/L.
5.0
1
03/2011907:59 78-93.3
Carbon tetrachloride
ND
ug/L
10
1
03/20119 07:59 56-23-5
Chlorobenzene
ND
ug/L
1 0
1
03/20/19 07.59 108-90-7
Chioroethane
ND
ug/L
1.0
1
03/20/19 07:59 75-00.3
Chloroform
NO
ug/L
5.0
1
03/20/19 07:59 67-66-3
Chloromethane
ND
ug/L
10
1
03/20/19 07:59 74-87-3 v3
2-Chlorotoluene
ND
ug/L
1 0
1
03/20/19 OT 59 95-49-8
4-Chlorotoluene
ND
ug/L
1 0
1
03/20/19 07:59 1116-43-4
1.2-Dibromo-3-chloropropane
ND
ug/L
50
1
03/20/19 07:59 96-12-8
Dibromochloromethane
ND
ug/L
10
1
03/20/19 07:59 124-48-1
1.2-Dibromoethane (EDB)
ND
ug/L
1.0
1
03/20/19 07:59 106-93-4
Dibromomethane
ND
ug/L
10
1
03/20/19 07:59 74-95-3
1,2-Dichlorobenzene
ND
ug/L
10
1
03/20/19 07:59 95-50.1
1,3-Dichlorobenzene
ND
ug/L
1.0
1
03/20/19 07:59 541-73 1
1,4-Dichlorobenzene
ND
ug/L
10
1
03/2011907:59 106-46.7
Dichlorodifluoromethane
ND
ug/L
10
1
0312011907:59 75-71-8 v3
1,1-Dichloroethane
NO
ug/L
1 0
1
03/20/19 07:59 75-34-3
1,2-Dichloroethane
NO
ug/L
10
1
03/20/19 07:59 107-08-2
1.1-Dichloroethene
ND
ug/L
1.0
1
03120/1907:59 75-35-4
cis-1,2-Dichloroethene
19.0
ug/L
10
1
03/20/19 07:59 156-59-2
trans-1,2-Dichloroethene
NO
ug/L
10
1
03/20/19 07:59 156-60-5
1,2-Dichloropropane
NO
ug/L
1.0
1
03120/19 07:59 78-87-5
1.3 Dichloropropane
ND
ug/L
1 0
1
03/20/19 07.59 142-28-9
2.2-Dichloropropane
NO
ug/L
1 0
1
03/20/19 07:59 594-20-7
1.1-Dichloropropene
ND
ug/L
10
1
03120/19 07.59 563-58-6
cis-1,3-Dichloropropene
NO
ug/L
1.0
1
0312011907:59 10061-01-5
trans-1,3-Dichloropropene
ND
ug/L
10
1
03120/1907:59 10061-02-6
Diisopropyl ether
NO
ug/L
1 0
1
03/20/19 07:59 108-20-3
Ethylbenzene
NO
ug/L
1 0
1
03/20/19 07:59 100-41-4
Hexachloro-1,3-buladiene
ND
ug1L
1 0
1
03/20/19 07:59 87.68-3
2-Hexanone
NO
ug/L
50
1
03/20/19 07:59 591-78-6
p-Isopropyltoluene
NO
ug/L
1.0
1
03120119 07:59 99-87-6
Methylene Chloride
ND
ug/L
5.0
1
03/20/19 07:59 75-09-2
4 Methyl-2-pentanone (MIRK)
NO
ug/L
50
1
03/20/19 07:59 108-10-1
Methyl-tert-butyl ether
NO
ug/L
1.0
1
03/20/19 07:59 1634-04-4
Naphthalene
NO
ug/t
LO
1
03/20/19 07:59 91-20-3
Styrene
ND
ug/L
10
1
03/20/19 07 59 100-42.5
1.1.12-Tetrachloroelhane
NO
ug/L
1 0
1
03/20/19 07.59 630-20 6
1,1.2,2-Teirachloroethane
NO
ug/L
1.0
1
03/20/1907:59 79.34-5
Telrachloroethene
28.5
ug/L
10
1
03/20/19 07.59 127-18-4
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced. except in lull
Date 03/25/2019 03.09 PM without the written consent of Pace Analytical Services Lt G
Page 11 of 38

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
ace"Vical a
wwwpocalabLi im
I
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No. 92421696
Pace Analytical Services, LLC
9900 Kincey Ave Suite 100
Huntersvilte, NC 28078
(704)8759092
Sample: MW-6
Lab ID: 92421696004 Collected 03/16/19 14:07
Received 03/18/19 16:35 Matrix: Water
Parameters
Results
Units
Report Limit
OF
Prepared Analyzed CAS No. Qual
8260D MSV Low Level
Analytical Method EPA 8260D
Toluene
NO
uglL
1 0
1
03/20/19 07:59 108-88-3
1,2,3-Trichlorobenzene
NO
uglL
1.0
1
03/20/19 07:59 87-61-6
1,2,4-lrichlorobenzene
NO
ug/L
ID
1
03/20/19 07:59 120-82.1
1,11 Trichloroethane
NO
ug/L
1.0
1
03/20/19 07:59 71-55-6
1,1,2-Trichloroethane
NO
ug/L
10
1
03/2011907:59 79-00-5
Trichloroethene
8.6
ug/L
1.0
1
03/20/19 07 59 79-01-6
Trichiorofluoromethane
NO
ug/L
1.0
1
03/20/19 07:59 75-694
1.2,3-Trichloropropane
NO
ug/L
1.0
1
03/20/19 07:59 96 18-4
Vinyl acetate
NO
ug/L
2.0
1
03/20/19 07:59 108-05-4
Vinyl chloride
NO
ug/L
1.0
1
03/20/19 07:59 75-01-4
Xylene (Total)
NO
ug/L
10
1
03/20/19 07:59 1330-20-7
m&p-Xylene
NO
ug/L
20
1
03120/19 07.59 179601-23-1
o-Xylene
NO
ug/L
1.0
1
03/20/19 07:59 95-47-6
Surrogates
4-Bromofluorobenzene (S)
103
%
70-130
1
03/20/19 07.59 460-00-4
1,2-Dichtoroethane-d4(S)
90
%
70-130
1
03/2011907:59 17060-07-0
Toluene-d8 (S)
105
%
70-130
1
03/20119 07:59 2037-26-5
Date: 03/25/2019 03:09 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full
without the written consent of Pace Analytical Services LLC
Page 12 of 38

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-14DF8501E045
aceAwlytical
wwwwpacWauctim
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Pace Analytical Services, LLC
9800 Kmcey Ave Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-7 Lab ID: 92421696005 Collected: 03/16/19 15:25 Reoelved 03/18/19 16:35 Matrix Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260D MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloro methane
Bromoform
Bromomethane
2-Bulanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1.2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDS)
Dibromomethane
1,2-Dichlorobenzene
1.3-Dichlorobenzene
1.4-Dichlorobenzene
Dichlorodifluoromethane
1.1-Dichloroethane
1.2-Dichloroethane
1,1-Dichloroethene
cls-1,2-Dichtoroethene
trans- 1,2-Dichloroethene
1,2-Dichloroproparte
1.3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans- l ,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1.3-butadiene
2-Hexanone
p-Isopropyltoluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
1.1,1,2-Tetrachloroelhane
1.1,2,2-Tetrachloroethane
Tetrachloroethene
Date. 03/25/2019 03:09'M
Analytical Method EPA8260D
NO
uglL
NO
ug/L
NO
ug/L
ND
ug1L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug1L
ND
uglL
NO
uglL
NO
ug/L
ND
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
NO
uglL
NO
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
ND
ug/L
25.0
1
03/20/19 08 17 67-64-1
1.0
1
03/20/19 08-17
71-43-2
1.0
1
03/20/19 08:17
108-86-1
1.0
1
03/20/19 08:17
74-97-5
10
1
03/20119 08 17
75-27A
10
1
03/20/19 08 17
75-25-2
2.0
1
03/20/19 08:17
74.83-9
50
1
03/20/19 08 17
78-93-3
10
1
03/20/19 08:17
56-23-5
10
1
03/20/19 08 17
108-90-7
10
1
03/20/19 08:17
75-00-3
50
1
03/20/19 08 17
67-66-3
1.0
1
03/20/19 08 17
74-87-3
10
1
03/20/19 08 17
95-49-8
10
1
03/20/19 08 17
106-43-4
50
1
03120/19 08 17
96-12-8
10
1
03/20/19 08 17
124-48-1
10
1
0320119 08 17
106-93-4
1.0
1
03/20/19 08:17
74-95-3
1.0
1
03/20/19 0& 17
95-50-1
10
1
03/20/19 08 17
541.73.1
10
1
03/20/19 0817
106-46-7
10
1
03/20/19 0& 17
75 71.8
1 0
1
03/20/19 0817
75.34-3
1 0
1
03/20/19 08:17
107.06-2
1 0
1
03/20/19 08 17
75-35-4
1 0
1
03/20/19 08 17
156-59 2
10
1
0320119 08:17
156.60-5
1.0
1
0320/19 08:17
76-87-5
1 0
1
03/20/19 08 17
142-28-9
10
1
03/20/19 0817
594-20-7
10
1
03/20/19 08.17
563-58-6
10
1
03/20/19 08.17
1 D061-01-5
10
1
03/20/19 08:17
10061-02-6
1 0
1
03/20/19 08.17
108-20 3
10
1
03/20/19 08:17
100 41-4
1.0
1
03/20/19 08:17
87-68-3
50
1
03/20/19 08 17
591-78.6
10
1
03/20/19 08:17
99-87-6
5.0
1
03120/19 08 17
75 09.2
5.0
1
03/20/19 08:17
108-10-1
1 0
1
0320/19 08 17
1634-04 4
10
1
03/20/19 08.17
51.20.3
10
1
03/20/19 08:17
100-42-5
1.0
1
03/20/19 08.17
630-20 6
10
1
03/20/19 08 17
79-34-5
1.0
1
0320/19 08 17
127-18-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in lull
without We written consent of Pace Analytical Services. LLC
v3
v3
v3
Page 13 of 38

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
5ceAw1Xica1.
wrwpacembaoom
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Pace Analytical Services, LLC
99D0 Kmcey Ave Swte 100
Huntersville, NC 28078
[phone]
Sample: MW-7
Lab ID: 92421696005 Collected: 03/16/19 15.25
Received: 03/18/19 16:35 Matrix Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed CAS No Oual
8260D MSV Low Level
Analytical Method. EPA 8260D
Toluene
ND
ug/L
1.0
1
03/20/19 08.17 108-88-3
1.2,3-Trichlorobenzene
ND
ug/L
1.0
1
03/20/19 08 17 87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
1.0
1
03120/1908.17 120-82-1
1,1,1-Trichloroethane
ND
ug/L
1.0
1
03/2011908:17 71-55-6
1.1.2-Trichloroethane
ND
ug/L
1.0
1
03/20/19 08.17 79-00-5
Trichloroelhene
ND
ug/L
1.0
1
03/20/19 08:17 79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
03/20/19 08:17 75-694
1,2.3-Trichloropropane
ND
ug/L
10
1
03/20/19 08 17 96-18-4
Vinyl acetate
ND
ug/L
2.0
1
03/20/19 08 17 108-05-4
Vinyl chloride
ND
ug/L
1.0
1
03/20119 08:17 75-014
Xylene (Total)
ND
ug/L
1.0
1
03/20/19 08:17 1330-20-7
m&p-Xylene
ND
ug/L
20
1
03/20/19 0& 17 179601-23-1
o-Xylene
ND
ug/L
10
1
03/20/19 0& 17 95-47-6
Surrogates
4-Bromofluorobenzene (S)
103
%
70-130
1
03/20/19 08:17 460-00-4
1,2-Dichloroethene-d4 (5)
91
%
70.130
1
03/20/19 08:17 17060.07-0
Toluene-d8(S)
107
%
70-130
1
03/20/19 08:17 2037-26-5
Date. 03/25/2019 03:09 PM
REPORT OF LABORATORY ANALYSIS
Thi; report shall not be reproduced, except on lull.
without the written consent of Pace Analytical Services. L I C
Page 14 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
ce"Iytical -
wwwpacedbamm
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No. 92421696
Pace Analytical Services, LLC
9600 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-8S L-ab ID: 92421696006 Collected: 03/16/19 14:48 Received: 03/18/19 16:35 Matnx Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual
8260D MSV Low Level
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoforrtl
Bromomethane
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroelhane
Chloroform
Chloromethane
2-Chlorotoluene
4 Chlorotoluene
1.2-Dibromo-3-chlo ropropa ne
Dibromochloromethane
1.2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
IA-Dichlorobenzene
Dichlorodifluommethane
1.1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-l.2-Dichloroetherle
1.2-Dichloropropane
1.3-Dichloropropane
2,2-Dichloropropane
1, 1 -Dichloropropene
cis-1.3-Dichloropropane
trans-1, 3-Dictlloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1.3- butadiene
2-Hexanone
p-Isopropylioluene
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Methyl-tert-butyl ether
Naphthalene
Styrene
1.1,1,2-Tetrachloroethane
1,1,2,2-Telrachloroethane
Tetrachloroethene
Date: 03/25/2019 03:09 PM
Analytical Method: EPA8260D
NO
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
NO
uglL
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug1L
NO
ug/L
NO
ug/L
2.9
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
NO
ugll
NO
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
ND
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
NO
ug/L
ND
ug/L
93.9
ug/L
250
1
03/20/19 08.35 6764.1
10
1
03/20/19 08 35 71-43-2
1.0
1
03/20/19 0835 108-86-1
1.0
1
03/20/19 08:35 74-97-5
10
1
03/20/19 08:35 75-27A
10
1
03/20/19 08 35 75-25-2
2,0
1
03/20/19 08.35 74-83.9
5.0
1
03/20/19 08 35 78-93.3
1.0
1
03/20/19 08,35 56-23-5
1.0
1
03/20/19 08:35 108-90-7
10
1
0320/19 08,35 75-00-3
5.0
1
03/20/19 08:35 67-66-3
10
1
03/20/19 08 35 74-87-3
10
1
03120119 08.35 95-49-8
10
1
03/20119 08 35 106-43-4
50
1
03120119 08 35 96-12-8
1 0
1
03/20/19 08 35 124-48 1
1.0
1
0320119 08.35 106-93-4
10
1
03/20119 08 35 74-95-3
1.0
1
0320119 08.35 95-50.1
10
1
03120/ 19 08 35 541-73-1
10
1
03/20119 08:35 106.46.7
10
1
03/20/19 08 35 75-71-8
1.0
1
03/20/19 0815 75-34-3
10
1
0320119 08:35 107-06-2
10
1
03/20/19 08:35 75-354
10
1
03/20/19 08:35 156-59-2
1.0
1
03/20/19 08 35 156-60.5
10
1
03120/19 08:35 78.87-5
10
1
03/20/19 08.35 142-28-9
1.0
1
03/20/19 08,35 594 20.7
10
1
03/20/19 08 35 563-58-6
10
1
03/20/19 08 35 10061-01-5
10
1
03/20/19 08.35 10061-02-6
10
1
03/20/19 08 35 108-20-3
1.0
1
03/20119 08 35 1 D0,41-4
10
1
03/20119 08:35 87-68-3
5.0
I
0320/19 08.35 591-78-6
1 0
1
0320119 08.35 99-87-6
5.0
1
0320/19 08 35 75-09-2
50
1
0320119 08 35 108 10-1
1.0
1
0320/19 08:35 1634-044
1.0
1
03120119 08 35 91-20-3
1.0
1
0320119 08.35 1 D0 42-5
1.0
1
0320/19 08:35 630-20-6
10
1
0320/19 08 35 79-34-5
1.0
1
03/20/19 08 35 127-18 4
REPORT OF LABORATORY ANALYSIS
This report shah not be reproduced, except in full
vathout the written consent of Pace Analytical Servi:es. LLC
v3
v3
v3
Page 15 of 38

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
ace"1ytica1`
/ www.pkels0atxvn
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No.: 92421696
Pace Analytical Services, LLC
92100 Kmcey Ave Suite 1 DD
Huntersville. NC 28078
(704)875-9D92
Sample: MW8S
Lab ID: 92421696006 Collected: 03/16/19 14:48
Received 03/18/19 16:35 Matrix Wafer
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
8260D MSV Low Level
Analytical Method: EPA 8260D
Toluene
ND
ug/L
10
1
03/20/19 08:35 108.88-3
1,2.3-Trichlorobenzene
ND
ug/L
10
1
03120/1908:35 87-61.6
1,2.4-Trichlorobenzene
ND
ug/L
1.0
1
03/20/19 08:35 120 82-1
1,1,1-Trichloroethane
ND
ug/L
10
1
0312011908:35 71.55-6
1,1,2-Trichloroethane
ND
ug1L
10
1
03/20/19 08:35 79-00-5
Trichloroethene
ND
ug/L
10
1
03/20/19 08:35 79-01-6
Trichloro8uoromethane
1.4
ug/L
1 0
1
03/20/19 08:35 75-69A
1,2,3-Trichloropropane
ND
ugh-
1.0
1
03/20/19 0835 96-18.4
Vinyl acetate
ND
ug/L
20
1
03/20/19 08:35 108-05-4
Vinyl chloride
ND
ug/L
1.0
1
03/20/19 08:35 75-01-4
Xylene (Total)
ND
ug/L
1.0
1
03/20/19 08:35 1330-20-7
m&p-Xylene
ND
ug/L
2.0
1
03/20/19 08:36 179601.23 1
o-Xylene
ND
ug/L
1.0
1
03120/19 08 35 95-47-6
Surrogates
4-Bromofluorobenzene IS)
100
%
70-130
1
03120/19 08:35 460.00-4
1.2-Dichloroethane-d4(S)
89
%
70.130
1
03120119 08:35 17060-07-0
Toluene-d8 (S)
104
%
70-130
1
03/20/19 08:35 2037-26-5
Date: 03/25/2019 03:09 PM
REPORT OF LABORATORY ANALYSIS
i htt report shall not be reproduced, except in full
without the wntten conson! of Pace Analytical Services, LLC
Page 16 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
aceAnalytical
rrww panNDttam
I
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9500 Kincey Ave Suite 100
Huntersville, NC 28078
[phone]
Protect Baxter St Assessment
Pace Project No 92421696
Sample: TMW-2 Lab ID: 92421696007 Collected 03/18/19 15 52 Received 03/18/19 16:35 Matrix Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Oual
3260D MSV Low Level Analytical Method EPA8260D
Acetone
ND
ug/L
250
Benzene
ND
ug1L
10
Bromobenzene
ND
ugft
10
Bromochloromethane
NO
ug/L
10
Bromodichloromethane
NO
ug/L
10
Bromoform
NO
ug/L
10
Bromomethane
ND
uglL
2.0
2-Butanone (MEK)
NO
ug/L
5 0
Carbon tetrachloride
NO
ug/L
1 0
Chlorobenzene
NO
ug/L
10
Chloroethane
NO
ug/L
10
Chloroform
NO
ug/L
5.0
Chloromethane
ND
ug/L
1.0
2-Chlorotoluene
NO
ug/L
1.0
4-Chlorotoluene
ND
ug/L
10
1,2-Dibromo 3-chloropropane
NO
ug1L
5.0
Dibromochloromethane
NO
uglL
10
1,2-Dibromoethane (EOB)
ND
ug/L
1 0
Dibromomethane
ND
ug/L
10
12-Dichlorobenzene
NO
ug/L
1.0
1,3-Dichlorobenzene
ND
ug/L
10
1,4-Dichlorobenzene
ND
ug/L
1.0
Dichlorodifluoromelhane
NO
ug/L
1.0
1.1-Dichloroethane
ND
ug/L
10
1.2-Dichloroethane
NO
ug/L
1.0
1,1-Dichloroethene
NO
ug/L
1.0
cis-1,2-Dichloroethene
NO
ug/L
1.0
trans- l,2-Dichloroethene
NO
ug/L
10
1,2-Dichloropropane
ND
ug/L
1.0
1,3-Dichloropropane
ND
ug/L
1.0
2.2-Dichloropropane
NO
ug/L
1 0
1.1-Dichloropropene
NO
ug/L
10
cis-1.3-Dichloropropene
ND
ug/L
10
trans-1,3-Oichloropropene
ND
ug/L
10
Diisopropyl ether
NO
ug/L
1 0
Ethylbenzene
NO
ug/L
10
Hexachloro-1,3-butadiene
NO
ug1L
10
2-Hexanone
NO
ug/L
50
p-Isopropyltoluene
ND
ug/L
10
Methylene Chloride
NO
ug/L
5.0
4-Methyl-2-pentanone (MIBK)
NO
ug/L
5.0
Methyl-tert-butyl ether
NO
ug/L
1.0
Naphthalene
ND
ug/L
10
Styrene
NO
ug/L
10
1.1,1.2-Tetrachloroethane
NO
ug/L
10
1.1,2,2-Tetrachloroethane
NO
ug(L
1.0
Tetrachloroelhene
NO
ug/L
10
Date: 03/25/2019 03:09'M
1
1
1
1
1
1
i
1
t
1
t
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full
without the written consent of Pace Analytical Services LLC
03/20/19 08.54 E7-64-1
03120/19 08 54
71-43-2
03/20/19 08:54
108-86-1
03/20/19 08 54
74 97-5
03120/19 08:54
75-274
03/20/19 08 54
75-25.2
03/20/19 08:54
74-83-9
03/20/19 08:54
78-93-3
03/20/19 08:54
56-23-5
03/20/19 08.54
108-90-7
03/20/19 08:54
75-00-3
03120/19 08:54
E7-66-3
03/20/19 08.54
74-87-3
03120/19 08:54
55-49-8
03/20/19 08:54
106-43-4
03/20/19 08:54
96-12-8
03/20/19 08 54
124-48 1
03/20/19 08:54
106-93-4
03/20/19 08:54
74-95-3
03/20/19 08:54
95-50.1
03/20/19 08:54
E41.73-1
03/20/19 08 54
106-46-7
03/20/19 08.54
75-71-8
03/20/19 08 54
75-34-3
03/20/19 08 54
107.06.2
03/20/19 08:54
75-35-4
03/20/19 08:54
156-59-2
03/20/19 08.54
156-60-5
03/20/19 08:54
78-87-5
03/20/19 08.54
142-28-9
03/20/19 08-54
594-20-7
03/20/19 08:54
%3-58.6
03/20/19 08.54
10061.01-5
03/20/19 08 54
10061-02-6
03/20/19 08:54
108-20-3
03/20/19 08.54
100-41-4
03/20/19 08:54
67-68.3
03/20/19 08:54
591-78-6
03/20/19 08 54
99 87 6
03/20/19 08:54
75-09-2
03/20119 0854
108-10-1
03/20/19 08:54
1634-04-4
03120/19 08.54
91-20-3
03/20/19 08:54
100-42-5
03120/19 08.54
630-20-6
03/20/19 08 54
79.34.5
03/20/19 08 54
127-18-4
v3
v3
v3
Page 17 of 38

DocuSign Envelope ID: A07D"B-E1 F7-4650-AF8B-44DF8501 E045
aceAmlytical e
/ erw.pam0amm
I
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No.. 92421696
Pace Analytical Services, LLC
9300 Kmcey Ave Suite 100
Nuntersville, NC 28078
[phone]
Sample: TMW-2
Lab ID: 92421696007 Collected 03118/19 15:52
Received 03/18/19 16:35 Matrix Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
8260D MSV Low Level
Analytical Method EPA 8260D
Toluene
ND
ug/L
1.0
1
03/20/19 08.54
108-88-3
1,2,3 Trichlorobenzene
ND
u91L
1.0
1
03/20/19 08:54
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
10
1
03/20/1908.54
120-82-1
11,1-Trichloroethane
ND
uglL
1-0
1
0312011908:54
71-556
1,1,2-Trichloroethane
ND
ug/L
1.0
1
0312011908.54
79.00-5
Trichloroethene
ND
uglL
1.0
1
03120/19 08 54
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
03/20/19 08 54
75-694
1,2,3-Trichloropropane
ND
ug/L
1.0
/
03/20/19 08:54
96-18-4
Vinyl acetate
ND
ug/L
2.0
1
03/20/19 08:54
108-05-4
Vlnyi chloride
ND
ug/L
1.0
1
0312D/19 08.54
75-014
Xylene (Total)
ND
ug/L
10
1
03/20/19 08:54
1330-20-7
m&p-Xylene
ND
ug/L
2.0
1
03/20/19 08.54
179601-23-1
o-Xylene
ND
ug/L
1.0
1
03/20/19 08 54
95-47-6
Surrogates
4-Bromolluorobenzene(S)
102
%
70-130
1
03/20/19 08:54
460-00-4
1,2-Dichloroethane-d4 (S)
92
%
70.130
1
03/20/19 08:54
17060-07-0
Toluene-d8(S)
107
%
70-130
1
03/20/19 08:54
2037-26-5
Date. 03/25/2019 03.09 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except 0 full
w-thout the written consent of Pace Analytical Services. LLC
Page 18 of 38

DocuSign Envelope ID: A07D8D4B-E 1 F7-4650-AF8B-44DF8501 E045
aceAffl!`Ocal e
wwwpscebD>.00m
ANALYTICAL RESULTS
Pace Analytical Services. LLC
ea00 Kincey Ave Suite 100
Huntersville NC 28078
[phone]
Project Baxter St Assessment
Pace Project No 92421696
Sample: TMW-3
Lab ID: 92421696008 Collected: 03/18/19 15:10
Received 03/18/19 16:35 Matrix Water
Parameters
Results
Units
Report Limit
OF
Prepared Analyzed CAS No.
8260D MSV Low Level
Analytical Method. EPA 8260D
Acetone
ND
ug/L
25-0
1
03/25/19 12:29 67-64-1
Benzene
NO
ug/L
10
1
03125/191229 71-43-2
Bromobenzene
NO
ug1L
10
1
03/2511912.29 108-86-1
Bromochloromethane
NO
ug/L
1.0
1
03/25/19 12:29 74-97-5
Bromodichloromethane
NO
ug1L
1.0
1
03125/1912:29 75-27-4
Bromoform
ND
ug/L
10
1
03/25/19 '12:29 75-25-2
Bromomethane
NO
ug/L
2.0
1
03/25/19 12:29 74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
1
03/25119 12:29 78-93-3
Carbon tetrachloride
ND
ug/L
1.0
1
03125119 12:29 56.23.5
Chlorobenzene
NO
ug1L
10
1
03/2511912:29 108.90.7
Chloroethane
NO
ug/L
10
1
03/25/1912:29 75-00-3
Chloroform
NO
ug1L
5.0
1
03/2511912:29 67-66-3
Chlorometharle
NO
ug/L
1.0
1
03/25/19 12:29 74-87-3
2-Chlorololuene
NO
ug1L
1.0
1
03125/1912:29 95-49-8
4-Chlorotoluene
NO
ug/L
1.0
1
03/2511912:29 106-43-4
1,2-Dibromo-3-chloropropane
NO
ug/L
5.0
1
03/25/1912:29 96-12.8
Dibromochioromethane
NO
ug1L
1.0
1
03/25/19 12:29 124-48-1
1,2-Dibromoethane (ED3)
NO
ug/L
1.0
1
03/25/19 12:29 106.93-4
Dibromomethane
NO
ug/L
1.0
1
03/2511912:29 74-95-3
1,2-Dichlorobenzene
NO
ug/L
1.0
1
03/25/19 12.29 95-50.1
1.3-Dichlorobenzene
NO
ug/L
10
1
03125/1912:29 541-73-1
1,4-Dichlorobenzene
NO
uglL
10
1
03/2511912:29 106-46-7
Dichiorodifluoromethane
NO
ug1L
1.0
1
03/25/19 12:29 75 71-8
1. 1 -Dichloroethane
NO
ug/L
10
1
03/25/19 12:29 75-34-3
1,2-Dichloroethane
NO
ug/L
10
1
03/25/19 12:29 107-06-2
1.1-Dichloroethene
NO
ug/L
10
1
03/25/19 12:29 75-35-4
cis-1,2-Dichloroethene
NO
ug/L
10
1
03/25/19 12:29 156-59-2
trans-1,2-Dichloroethene
NO
ug/L
10
1
03/25/1912:29 156-60-5
1,2-Dichloropropane
ND
ug1L
1.0
1
03/25/19 12:29 78.87-5
1,3-Dichloropropane
ND
ug/L
1.0
1
03/25/19 12 29 142-28-9
2.2-Dichloropropane
ND
ug/L
10
1
03/25/1912,29 594-20-7
1.1-Dichioropropene
NO
ug/L
1.0
1
03/25/19 12.29 563-58-6
cis-1,3-Dichloropropene
NO
ug/L
10
1
03/25/1912:29 10061-01-5
trans-1,3-Dichtoropropene
NO
ug/L
10
1
03/25/19 12 29 10061-02-6
Diisopropyl ether
ND
ug/L
10
1
03125/19 12:29 108-20-3
Ethyibenzene
NO
ug/L
1 0
1
03/25/19 12,29 100-41-4
Hexachloro-1,3-butadiene
NO
ug1L
10
1
03125/1912.29 87-68-3
2-Hexanone
ND
ug/L
5-0
1
03/2511912:29 591-78-6
p-Isopropyftoluerle
NO
ug/L
1.0
1
03/250912:29 99-87.6
Methylene Chloride
NO
ug/L
5 0
1
03/25/19 12:29 75-09-2
4 -Methyl-2-penta none (MIBK)
NO
ug/L
5,0
1
03/25/19 12.29 108-10-1
Methyl-tert-butyl ether
NO
ug/L
1.0
1
03/25/19 12:29 1634-04-4
Naphthalene
NO
ug/t
10
1
03/2511912:29 91-20-3
Styrene
NO
ug/L
1.0
1
03125/1912:29 100-42-5
11,1,2-Tetrachloroetharre
NO
ug/L
1.0
1
03/25/1912,29 630-206
11.2.2-Tetrachloroethane
NO
ug/L
1_0
1
03125/1912.29 79-34-5
Tetrachloroethene
NO
ug/L
1 0
1
03/25/19 12:29 127.18 4
REPORT OF LABORATORY ANALYSIS
Thit report shall nut be reproduced. except in full
Dale: 03/25/2019 03:09 PM without the written consent of Pace Analytical Services LLC
dual
Page 19 of 38

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
aceMalXkal
www.poicabMmm
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Pace Analytical Services, LLC
9800 Kincey Ave Suite 100
Huntersville. NC 28078
[phone]
Sample: TMW-3
Lab ID: 92421696008 Collected 03/18119 15 10
Received. 03/18/19 16:35 Matrix Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed CAS No. Qual
8260D MSV Low Level
Analytical Method. EPA 8260D
Toluene
ND
ug/L
1.0
1
0312511912:29 108-88-3
1,2,3-Trichloroberizene
ND
ug/L
10
1
03125/1912:29 87-61-6
12,4-Trichloroberizene
ND
ug/L
10
1
03/25/1912:29 120-82-1
1,1,1-Trichloroelhane
ND
ug/L
1.0
1
03125/1912:29 71-55.6
1,1.2-Trichloroethane
ND
uglL
10
1
03/2511912.29 79-00-5
Trichloroethene
ND
ug/L
1.0
1
03/2511912:29 79-01-6
Trichlorofluoromethane
ND
ug/L
10
1
03/2511912:29 75-69-4
1,2,3-Trichloroproparte
ND
ug/L
10
1
03/2511912:29 96-18.4
Vinyl acetate
ND
ug/L
2 0
1
03/25/19 12:29 108-05-4
Vinyl chloride
ND
ug/L
1.0
1
03/25/1912.29 75-01-4
Xylene (Total)
ND
ug/L
1.0
1
03/25/19 12:29 1330-20.7
m&p-Xylene
ND
ug/L
2.0
1
03/2511912:29 179601.231
o-Xylene
ND
ug/L
1.0
1
03/2511912:29 95-47-6
Surrogates
4-Bromofluorobenzene (S)
96
%
70-130
1
03/25/19 12:29 460-00-4
1,2-Dichloroethane-d4 (9)
96
%
70.130
1
03/25/19 12:29 17060-07.0
Toluene-d8 (S)
100
%
70 130
1
03/25/19 12 29 2037-26-5
Date 03/25/2019 03 09 PM
REPORT OF LABORATORY ANALYSIS
Thie report shall riot be reproduced, eucept in full
without ere written consent of Pace Analybrcal Services LIC
Page 20 of 38

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
ceAna"cal e
wwwpsaeYAs cam
I
t
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave Suite 100
Huntersville. NC 28078
Project Baxter St Assessment
Pace Project No 92421696
Sample: TMW-17 Lab ID: 92421696009 Collected: 03/18119 14 10 Received: 03118/19 16:35 Matrix: Water
[phone]
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method EPA 8260D
Acetone
94.4
ug/L
250
1
03/20/19 09:12 67-64-1
Benzene
NO
ug/L
1.0
1
03/20/19 09:12 71-43-2
Bromobenzene
NO
ug/L
10
1
03/20119 09 12 108-86-1
Bromochloromethane
NO
ug/L
1.0
1
03/20/19 09:12 74-97-5
Bromodichloromethane
NO
ug/L
1.0
1
03/20/19 09.12 75-27-4
Bromoform
NO
ugh
1.0
1
03/20/19 09:12 75-25-2
Bromomethane
NO
ug/l
2.0
1
03/20/19 09.12 74-83-9
2-Butanone (MEK)
NO
ug/L
5 0
1
03/20/19 09.12 78-93-3
Carbon tetrachloride
NO
ug/L
1.0
1
03/20/19 09:12 56-23-5
Chlorobenzene
NO
ug/L
1 0
1
03/20119 09 12 108-90-7
Chloroethane
NO
ug/L
1 0
1
03/20/19 09 12 75-00.3
Chloroform
NO
ug/L
50
1
03120/19 09:12 67 66-3
Chloromethane
NO
ug/L
10
1
03/20119 09 12 74-87-3
2 Chlorotoluene
NO
ug/L
10
1
03/20/19 09 12 95A9-8
4-Chlorotoluene
NO
ug/L
1 0
1
03/20/19 09 12 106.43-4
1,2-Dibromo-3-chloropropane
NO
ugll-
50
1
03/20/19 09:12 96-12-8
Dibromochloromethane
ND
ug/L
10
1
03/20/19 09 12 124A8-1
1.2-Dibromoethane (EDB)
NO
ug/L
1.0
1
03/20/19 09.12 106-93.4
Dibromomethane
NO
uglL
10
1
03/20/19 09 12 74-95-3
1,2-Dichlorobenzene
NO
ug/L
1.0
1
03/20/19 09:12 95.50-1
13-Dichlorobenzene
NO
ug/t
1.0
1
03120119 09 12 541-73-1
1,4-Dichlorobenzene
NO
ug/L
1.0
1
03/20/19 09 : 12 106-46-7
DichlorodifluoromethanE
NO
ug/L
1 0
1
03/20/19 09,12 75-71.8
1,1-Dichloroethane
NO
ug/L
1 0
1
03/20/19 09.12 75-34.3
1.2-Dichloroethane
NO
ug/L
10
1
03/20/19 09 12 107-06-2
1, 1 -Dichloroethene
NO
uglL
1.0
1
03/20/19 09 12 75-35-4
cls-1.2-Dichloroethene
NO
ug/L
1.0
1
03/20/19 09 12 156-59-2
trans-l.2-Dichloroethene
NO
ug/1
1.0
1
03120119 09 12 156-60-5
1,2-Dichloropropane
ND
ug/L
1.0
1
03/20119 09:12 78-87-5
1.3-Dichloropropane
ND
ugll
1 0
1
03/20119 09 12 142-28 9
2,2-Dichloropropane
NO
ug/L
10
1
03/20119 09 12 594.20-7
1,1-Dlchloropropene
NO
ug/L
1.0
1
03/20/19 09 12 563.58-6
cis-1,3-Dichloropropene
NO
ug/L
10
1
03/20119 09 12 10061-01-5
trans- 1, 3-Dichloropropene
ND
ug1L
1.0
1
03/20119 09:12 10061-02-6
Diisopropyl ether
NO
ug/L
10
1
03/20/19 09 12 108.20 3
Ethylbenzene
NO
ug/L
10
1
03/20119 09 12 100-41-4
Hexachioro-1.3 buladiene
ND
ug/L
1.0
1
03/20/19 09 12 87-68-3
2-Hexanone
NO
ug/t
5.0
1
03120119 09 12 591-78.6
p lsopropyltoluene
NO
ug1L
1.0
1
03120/19 09:12 99-87-6
Methylene Chloride
NO
ug/L
50
1
03/20/19 09,12 75-09-2
4Methyl-2-pentanone(MIBK)
NO
ug/L
5.0
1
03120119 09 12 108-10-1
Methyl-lert-butyl ether
NO
ug/L
1 0
1
03120/19 09.12 1634-044
Naphthalene
NO
ug/L
1.0
1
03/20/19 09 12 91-20-3
Styrene
NO
ug/L
1.0
1
03/20/19 09:12 100-42-5
1.1 1.2-Tetrachloroethane
NO
ug/1
10
1
03/20119 09 12 630-20-6
1,1,2,2-Tetrachloroethane
NO
ug/L
1.0
1
03/2011909,12 79-34-5
Tetrachloroethene
NO
ug/L
10
1
03120119 09 12 127-18-4
REPORT OF LABORATORY ANALYSIS
v3
V3
v3
This repon shall not be reproduced except in full,
Dale. 03/25/2019 03:09 PM without the written consent of Pace Anelybcel Serw^es LLC Page 21 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
aceAmIXical a
ww►'.pactritpa,can'
ANALYTICAL RESULTS
Project Baxter St Assessment
Pace Project No 92421696
Pace Analytical Services, LLC
9300 Ktncey Ave Suite 100
Huntersville, NC 28078
[phone]
Sample: TMW-17
Lab ID: 92421696009 Collected. 03/18/19 14:1C
Received 03/18/19 16,35 Matrix Water
Parameters
Results
Units
Report Limit
OF
Prepared Analyzed
CAS No. Oual
8260D MSV Low Level
Analytical Method. EPA 8260D
Toluene
NO
ug/L
1.0
1
03/20/19 09:12
108-88.3
1,2,3 Trichloro benze ne
ND
ug/L
10
1
03/20/19 09:12
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
1.0
1
03/20/19 09.12
120-82-1
1.1,1-Trichloroethane
ND
ug/L
10
1
03/201190912
71-55-6
1,1,2-Trichloroethane
ND
ug/L
1.0
1
03/20/19 09:12
79-00-5
Trichloroethene
NO
ug/L
10
1
03/20/19 09:12
79-01.6
Trichloro0uoromethane
NO
ug/L
1.0
1
03/20/19 09 12
75-69-4
1.2,3-Trichloropropane
NO
ug/L
1.0
1
03/20/19 09:12
96-18-4
Vinyl acetate
NO
ug/L
2 0
1
03/20119 09:12
108.05-4
Vinyl chloride
ND
ug/L
10
1
03/20/1909.12
75-014
Xylene (Total)
NO
ug/L
1 0
1
03/20/19 09:12
1330-20-7
m&p-Xylene
NO
ug/L
20
1
03/20119 09: 12
179601-23-1
o-Xylene
ND
ug/L
1 0
1
03/20119 09:12
95-47-6
Surrogates
4-BromolluorobenzeneiSli
106
%
70-130
1
03/20/19 09:12
460-00-4
1,2-Dichloroethane-d4 (3)
93
%
70-130
1
03120/1909:12
17060-07-0
Toluene-d8 (S)
106
%
70.130
1
03/20/19 09:12
2037-26-5
Dale 03/25/2019 03:09 PM
REPORT OF LABORATORY ANALYSIS
T hu report shall not he reproduced, except in full
wilnout the written consent of Pace AnslytLcal Services L L C
Page 22 of 38

DocuSign Envelope ID: A07DBD4B-E1F7.4650-AF8B-44DF8501E045
Pace Analytical Services, LLC
• 99110 Kincey Ave Suite 100
aeeAwlytical Huntersviile, NC 28078
wiewpaceleDtcom [phone]
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No- 92421696
QC Batch: 464186 Analysis Method EPA 8260D
OC Batch Method EPA 82600 Analysis Description 8260D MSV Low Level
Associated Lab Samples 92421696001. 92421696002. 92421696004. 92421696005. 92421696006, 92421696007. 924216960(19
MFTHOD BLANK 2524515 Matrix Water
Associated Lab Samples. 92421696001 92421696002. 92421696004. 92421696005. 92421696006. 92421696007. 92421696009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1.1.1.2-Tetrachloroetha-1e
ug/L
ND
10
0310/19 07:03
1. 1. 1 -Trichloroethane
ug/L
ND
1 0
03.r20/19 07:03
1,1,22-Tetrachloroetha-le
uglL
ND
10
03.r20/19 07:03
1.1.2-Trichloroelhane
ug/L
NO
10
03(20119 07:03
1.1-Dichloroethane
ug/L
NO
1 0
03r20/19 07.03
1.1-Dichloroethene
ug/L
ND
10
03r20/19 07:03
1,1-Dichloropropene
ug/L
ND
10
03.r20/1907:03
1,2.3-Tdchlorobenzene
ug/L
ND
10
03!20/19 07:03
1.2.3-Tnchloropropane
ug/L
NO
1 0
03120/19 07,03
1.2.4-Trichlorobenzene
ug/L
NO
1.0
03.020/19 07:03
1,2-Dibromo-3-chloropropane
ug/L
NO
5.0
03120/19 07:03
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
03!20/19 07:03
1,2-Dichlombenzene
ug/L
ND
10
03.r20/19 07:03
1.2-Dichloroetharie
ug/L
NO
1.0
03.r20/19 07:03
1,2-Dichloropropane
ug/L
NO
10
03120/19 07.03
1,3-Dichlorobenzene
ug/L
NO
1.0
03!20/19 07 03
1,3-Dichloropropane
ug/L
NO
1.0
03!2011907.03
1.4-Dichlorobenzene
ug/L
ND
1.0
03/20/19 07:03
2,2-Dichloropropane
ug/L
NO
10
03.r20119 07.03
2 Butanone (MEK)
ug/L
NO
50
03.r20119 07,03
2-Chlorotoluene
ug/L
ND
1.0
03,/20/19 07:03
2-Hexanone
ug/L
ND
50
031'20119 07,03
4-Chlorotoluene
ug/L
ND
1.0
03!20/19 07:03
4-Methyl-2-pentanone (MIBK)
ug/L
ND
50
03!20/19 07:03
Acetone
ug/L
ND
25.0
03/20/19 07:03
Benzene
ug/L
ND
10
03.'20/19 07 03
Bromobenzene
ug/L
NO
10
03r20/1907.03
Bromochloromethane
ug/L
ND
1.0
03020/19 07:03
Bromodichioromethane
ug/t
ND
1.0
03!20/19 07 03
Bromoform
ugh
ND
1 0
03r20/19 07 03
Bromomethane
ug/L
NO
2.0
03120/19 07:03 v3
Carbon tetrachloride
ug/L
NO
1 0
03120/19 07 03
Chlorobenzene
ug/L
NO
1 0
03r20/19 07:03
Chloroethane
ug/L
ND
1 0
03r20119 07:03
Chloroform
ug/L
NO
50
03r20/19 07.03
Chloromethane
ug/L
ND
10
03r20/19 07:03 0
cis-1,2-Dichloroethene
ug/L
NO
1.0
0302011907:03
cis-1.3-Dichloropropene
uglL
ND
10
03r20/1907.03
Dibromochloromethane
ug/L
NO
1 0
03#20119 07.03
Dibromomethane
ug/L
NO
10
03120/19 07:03
Dichlorodifluoromethane
ug/L
ND
1 0
03020/19 07:03 v3
Results presented on this page are In the units Indicated by the VAN& column except where an alternate unit Is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in lull,
Date. 03/25/2019 0109 DM without tie written consent of Pace Analytical Services, LLC Page 23 of 38

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
ace"Iytical
wwwpambu.com
i
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No.: 92421696
Pace Analytical Services, LLC
9600 kincey Ave Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 2524515
Matrix Water
Associated Lab Samples.
92421696001, 92421696002, 92421696004. 92421696005 92421696006,
92421696007, 92421696009
Blank
Reporting
Parametet
Units
Resull
Limit
Analyzed Qualifiers
Diisopropyl ether
ug/L
ND
1 0
03/20/19 07:03
Ethylbenzene
ug/L
NO
1.0
03120/19 07:03
Hexachloro-1,3-buladiene
ug/L
NO
10
03120/19 07,03
m&p-Xylene
ug/L
NO
2.0
OY20119 07.03
Methyl-tert-butyl ether
uglL
ND
1.0
03r20/19 07 03
Methylene Chloride
ug/L
ND
50
03120/19 07 03
Naphthalene
ug/L
ND
10
03020/19 07.03
o-Xylene
ug/L
NO
10
03/20/19 07:03
p-Isopropyltoluene
uglL
NO
1.0
03020/19 07:03
Styrene
uglL
NO
1.0
03r20/19 07 03
Tetrachloroethene
uglL
NO
1.0
03r20/19 07:03
Toluene
ug/L
NO
1.0
03+20/19 07:03
trans-l.2-Dichloroethere
ug/l.
NO
1.0
03120/19 07 03
trans-1,3-Dichloropropene
ug/L
ND
1.0
03120/19 07,03
Trichloroethene
ug/L
NO
10
03/20/19 07:03
Trichlorofluoromethane
ug/l
NO
1 0
03020/19 07:03
Vinyl acetate
ug/L
NO
20
03/20/19 07 03
Vinyl chloride
ug/L
ND
1.0
03r20/19 07 03
Xylene (Total)
ug1L
ND
1.0
03/20/19 07 03
12-Dichloroethane-d4 (S)
%
92
70.130
03120/19 07.03
4-Bronlofluorobertzene (S)
%
102
70-130
03/20/19 07,03
Toluene-d8 (S)
%
105
70-130
03/20/19 07 03
LABORATORY CONTROL SAMPLE
Parameter
2524516
Units
Spike
Conc
LCS
Result
LCS
% Rec
% Rec
Limits
1.1,1,2-Tetrachloroethane
ug/L
50
56.6
113
70-130
1.1,1-Trichloroethane
ug/L
50
52.0
104
70-130
1.1,2,2-Tetrachloroethane
uglL
50
476
95
70-130
1,1,2-Tnchloroethane
ug/L
50
53.3
107
70-130
1,1-Dichloroethane
ug/L
50
50.5
101
70130
1,1-Dichloroethene
uglL
50
48.9
98
70-130
1,1-Dichloropropene
ug/L
50
47.2
94
70-130
12,3-Trichlorobenzene
ug1L
50
523
105
70-130
1,23-Trichloropropane
ug1L
50
48.6
97
70-130
1,2A-Trichlorobenzene
ug/L
50
51.8
104
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
47.3
95
70-130
1.2-Dibromoethane(EDB)
ug/L
50
52.9
106
70-130
1,2-Dichlorobenzene
uglL
50
50.3
101
70-130
12-Dichloroethane
ug1L
50
48.1
96
70-130
1,2-Dichloropropane
ug/t
50
550
110
70 130
1,3-Dichlorobenzene
ug/t
50
49.6
99
70.130
1.3 Dichloropropane
ug/L
50
536
107
70-131
1,4-Dichlorobenzene
ug/L
50
497
99
70-130
Qualifiers
Ill presented of this page ere In the units Indicated by the "Units" column except wben an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
Tms report shall nor be reproduced, except in full
Dale 03/25/2019 03.09 PM wnnout the written consent of Pace Analytical Services LLC Page 24 of 38

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
Pace Analytical Services, LLC
aceAwlytical a 9300 Kmcey Ave Suite 100
/ Huntersviile, NC 26079
wwwpatellabawm [phone]
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No 92421696
L ABORATORY CONTROL SAMPLE 2524516
Spike
LCS
LCS
% Rec
Parameter
Units
Conc
Result
% Rec
Limits Qualifiers
2.2-Dichtoropropane
ug/L
50
463
93
69-130
2 Butanone (MEK)
ug/L
100
107
107
64-135
2-Chlorotoluene
ug/L
50
513
103
70-130
2-Hexanone
ug/L
100
905
91
66-135
4-Chl0r0t0luene
ug/L
50
50A
100
70-130
4-Methyl-2-pentanone (MIBK)
ug/L
100
94 7
95
70.130
Acetone
ug/L
100
99.7
100
61-157
Benzene
ug/L
50
53.5
107
70-130
Bromobenzene
ug/L
50
50.9
102
70.130
Bromochloromethane
ug/L
50
52.0
104
70-130
Bromodichloromethane
ug/L
50
54 7
109
70-130
Bromoform
ug/L
50
49.5
99
70-130
Brornomethane
ug/L
50
40.2
80
38-130 v3
Carbon tetrachloride
ug/L
50
51.5
103
70-130
Chlorobenzene
ug/L
50
501
100
70-130
Chloroethane
ug/L
50
514
103
37-142
Chloroform
ug/t
50
470
94
70.130
Chloromethane
ug/L
50
50.7
101
48-130 v3
cis-1,2-Dichloroethene
ug/L
50
509
102
70-130
cis-1,3-Dichloropropene
ug/L
50
54A
109
70-130
Dibromochloromethane
uglL
50
538
108
70.130
Dibromomethane
ug/L
50
500
100
70-130
Dichloroditluoromethane
ug/L
50
545
109
53-134 v3
DNsopropyl ether
ug/L
50
53.6
107
70.135
Ethyibenzene
ug/l
50
50.3
101
70-130
Hexachloro-1,3-butadiene
ug/L
50
48.8
98
68.132
m&p-Xylene
ug/L
100
102
102
70-130
Methyl-tert-butyl ether
ug/L
50
493
99
70-130
Methylene Chloride
ug/L
50
482
96
67-132
Naphthalene
ug/L
50
505
101
70-130
o-Xylene
ug/L
50
514
103
70-131
p4sopropyltoluene
ug/L
50
531
106
70-130
Styrene
ug/L
50
50.5
101
70-130
Tetrachloroethene
ug/L
50
494
99
69-130
Toluene
ug/L
50
48.5
97
70-130
trans-1,2-Dichloroethene
ug/L
50
506
101
70-130
trans-1,3-Dichloropropene
ug/L
50
540
108
70-130
Trichloroethene
ug/L
50
53.6
107
70-130
Trichlorofluoromelhane
ug/L
50
49 7
99
63-130
Vinyl acetate
ug/L
100
982
98
55.143
Vinyl chloride
ug/L
50
540
108
70.131
Xylene (Total)
ug/L
150
153
102
70-130
1.2-Dichloroethane-d4 (S)
%
99
70-130
4-Bromofiuorobenzene(S)
%
100
70-130
Toluene-d8 (S)
%
96
70-130
Results presorted on this page are In Ire units Indicated by the -Units' column except where an alternats unit Is presented to the fight of the result.
REPORT OF LABORATORY ANALYSIS
This report shag not be reproduced. except in hull
Date. 03125/2019 03 09 PM without the written consent of Pace Analytical Services u C Page 25 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
2ceAwlyfical 1!anewpsas(abs.com
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No.: 92421696
MATRIX SPIKE SAMPLE
Paramele r
2526644
92421696001 Spike MS
Units Result Conc Result
Pace Analytical Services, LLC
930C Kincey Ave Suite 100
Huntersville, NC 26078
[phone]
MS % Rec
% Rec limits Qualifiers
1,1.1,2-Tetrachloroelhane
ug/L
ND
20
14.0
70
73-134 M1
1,1,1-Trichloroethane.
ugh,
ND
20
140
70
82.143 M1
1,1,2,2-Telrachloroethane
ug/L
ND
20
13.4
67
70-136 M1
1,1,2-Trichloroethane
ug/L
NO
20
13.3
67
70-135 M1
1,1-Dichloroethane
ug/l.
ND
20
14.7
74
70-139
1. 1 -Dichloroethene
ug/L
NO
20
151
75
70-154
1,1-Dichloropropene
ug/L
ND
20
129
64
70-149 M1
1.2.3-Trichlorobenzene
ug/t
ND
20
13.7
69
70-135 M1
1,2,3-Trichloropropane
ugh
ND
20
13.9
70
71.137 M1
1.2,4-Trichlorobenzene
ug/L
ND
20
13.3
66
73-140 M1
1.2-Dibromo-3-chloropropane
ug/L
NO
20
12.5
63
65-134 M1
1,2-Dibromoethane (ECB)
ug/L
NO
20
13.2
66
70-137 M1
1,2-Dichlorobenzene
ug/l
ND
20
13.3
67
70-133 M1
1,2-Dichloroethane
ug/L
ND
20
13.6
68
70-137 M1
1.2-Dichloropropane
ugh
NO
20
144
72
70-140
1,3-Dichlorobenzene
ug/L
NO
20
131
65
70-135 M1
1,3-Dichloropropane
uglL
ND
20
13.2
66
70-143 M1
1.4-Dichlorobenzene
ug/L
NO
20
14.2
71
70-133
2,2-DicMoropropane
ug/L
NO
20
13.8
69
61-148
2-Butanone (MEK)
ug/L
NO
40
25.2
63
60-139
2-Chlorotoluene
ugJL
ND
20
138
69
70-144 M1
2-Hexanone
ug/L
ND
40
275
69
65-138
4-Chlorotoluene
ug/L
NO
20
137
69
70-137 M1
4-Methyl-2-pentanone (MIBK)
ug/L
NO
40
27 1
68
65-135
Acetone
ug/L
NO
40
30.7
77
60-148
Benzene
uglL
NO
20
14.4
72
70-151
Bromobenzene
uglL
NO
20
137
69
70-136 M1
Bromochloromelhane
ug/L
NO
20
14.5
73
70-141
Bromodichloromethane
ug/l
NO
20
14 3
72
70-138
Bromoform
ugh
NO
20
126
63
63.130
Bromomethane
ugJl
NO
20
126
63
15-152 v3
Carton tetrachloride
ug/L
NO
20
14.5
73
70.143
Chlorobenzene
ugli
NO
20
146
73
70-138
Chloroethane
ugll
NO
20
157
78
52-163
Chloroform
uglL
NO
20
14.3
67
70 139 M1
Chloromethane
ugll
NO
20
16.0
80
41-139
cis-1.2-Dichloroethene
ug/l
2.7
20
172
72
70-141
cis- 1, 3-Dichicropropene
ug/L
NO
20
127
63
70-137 M1
Dibromochloromethane
ugh
NO
20
127
63
70-134 M1
Dibromomethane
ug/L
NO
20
14.1
71
70-138
DiChtorodleu0Minethane
ug/l
NO
20
19.8
99
47-155 V3
Diisopropyl ether
ug/L
NO
20
132
66
63-144
Ethylbenzene
ug/L
NO
20
14.8
74
66-153
Hexachloro-1,3-buladiene
ug/L
NO
20
13.2
66
65-149
m&p-Xylene
ug/L
NO
40
29.8
75
69-152
Methyl-lert-butyl ether
ug/L
NO
20
120
60
54-156
Methylene Chlonde
ugJL
NO
20
15.5
73
42-159
Results presented on this
page are In the unxs Indicated by the "units" column except where an sicemate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
this report shall not be reproduced, except in full
Dale 03/25J2019 03.09 PM without the written corisent of Pace Analytical Services, LLC Page 26 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
- ce,4n*tkal e
tttnaoawYbs.txan
Project: Baxter St Assessment
Pace Project No 92421696
MATRIX SPIKE SAMPLE 25:
Parameter
Naphthalene
o-Xylene
p-Isopropyltoluene
Styrene
Tetrachloroethene
Toluene
trans-l.2-Dichloroetherle
trans-1,3-Dlchloropropene
Trichloroethene
Trichlorofluoromethane
Vinyl acetate
Virryl chloride
Xylene (Total)
1.2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
QUALITY CONTROL DATA
144
92421696001
Units
Result
ug/L
ND
ug1L
ND
ug/L
ND
ug/L
ND
ug/L
28.8
ug/L
ND
ug/L
ND
ug/i
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/l
ND
ug/L
ND
%
%
Spike
Conc.
20
20
20
20
20
20
20
20
20
20
40
20
60
MS
Result
12.8
14.5
14.3
12.7
43.3
14A
14.6
13.3
157
15.6
194
16.9
44.3
Pace Analytical Services, LLC
9900 Kincey Ave Suite 100
i iuittersville, NC m7e
[phone]
MS
% Rec
% Rec
Limits Qualifiers
64
61.148
73
7:)-148
72
73-146
64
73-135 M1
72
58.143
72
59-148
73
70-146
67
73-135 M1
78
73-147
78
73-148
49
49-151
84
70-156
74
63-158
100
73-130
102
70-130
100
70-130
SAMPLE DUPLICATE: 2626645
92421696002
Dup
Parameter
Units
Result
Result RPD Qualifiers
1.1,1,2-Tetrachtoroetharte
ug/L
ND
ND
1,1,1-Trichloroetharle
ug/L
ND
ND
1,12,2-Tetrachloroethane
ug/L
ND
ND
1.1,2-Trichloroethane
ug/L
ND
ND
1,1-Dichloroethane
ug/L
ND
ND
1.1-Dichloroethene
ug/L
ND
ND
1.1-Dichloropropene
ug/L
ND
ND
1.2,3.Trichlorobenzene
ug/L
ND
ND
1.2.3 Trichloropropane
ug/l.
ND
ND
1,2,4-Trichlorobenzene
ug/L
ND
ND
1.2-Dibromo-3-chloropropane
ug/L
ND
ND
1,2-Dibromcethane (EDB)
ug/L
ND
ND
1,2-Dichlorobenzene
ug/l.
ND
ND
1.2-Dichloroethane
ug/t
ND
ND
1.2-Dichloropropane
ug1L
ND
ND
1.3-Dichlorobenzene
ug/L
ND
ND
1,3-Dichloropropane
ug/L
ND
ND
1,4-Dictilorobenzene
ug/L
ND
ND
2,2-Dichloropropane
ug/L
ND
ND
2-Butanone (MEK)
ug/L
ND
ND
2-Chlorotoluene
ug/L
ND
ND
2-Hexanone
ug/t
ND
ND
4-Chlorotoluene
ug/t
ND
ND
4-Methyl-2-pentanone (MIBK)
ug/t
ND
ND
Acetone
ug/L
ND
ND
Results presumed on this page are In the units Indicated by the "Units' column except where an alternate unit Is presented to the right of the rasult
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except it full
Date- 03/25/2019 03:09 PM without the written consent of Pace Analytical Servces LLC
Page 27 of 38

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
11!aceAwlXical'
wwwpacews.mm
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No 92421696
SAMPLE DUPLICATE 2526645
92421696002
Dup
Parameter
Units
Result
Result
Benzene
ug/L
ND
NO
Bromobenzene
ug/L
ND
NO
Bromochloromethane
ug/L
NO
NO
Bromodichloromelhane
ug/L
NO
NO
Bromoform
ug/L
NO
NO
Bromomethane
ug/L
NO
NO
Carbon tetrachloride
ug/L
NO
NO
Chlorobenzene
ug/L
NO
ND
Chloroethane
ug/L
NO
NO
Chloroform
ug/L
NO
NO
Chloromethane
uglL
NO
ND
cis -1,2-Dichtoroethene
ug/L
NO
NO
cis-1,3-Dichloropropene
ug/L
NO
NO
Dibromochloromethane
ug/l.
NO
NO
Dibromomethane
ugll
NO
NO
Dichlorodifluoromethane
ug/L
NO
NO
Diisopropyl ether
ug/L
NO
NO
Ethylbenzene
ug1L
NO
NO
Nexachloro-1,3-buladiene
ugh
NO
NO
m&p-Xylene
uglL
NO
NO
Methyl-lert-butyl ether
ug/L
NO
NO
Methylene Chloride
ug/L
NO
NO
Naphthalene
ug/L
NO
NO
o-Xylene
ugh.
NO
NO
p-Isopropyltoluene
ug/L
NO
NO
Styrene
ug/l
ND
NO
Tetrachloroelhene
ug/L
1.2
1.4
Toluene
ug/L
ND
NO
trans-1,2-Dichloroethene
ugll
NO
NO
trans-l.3-Dichloropropene
ug/L
NO
NO
Trichloroethene
ug/L
NO
NO
Trichlorofluoromethane
ug/L
NO
NO
Vinyl acetate
ug/L
NO
ND
Vinyl chloride
ug/L
NO
NO
Xylene (Total)
ug/t
ND
NO
1,2-Dichloroethane-d4 (S)
e%
88
84
4-Bromofluorobenzene(S)
%
100
101
Toluene-d8 (S)
e%
109
106
RPD Qualifiers
v3
v3
v3
10
5
0
3
Pace Analytical Services, LLC
9300 Kmcey Ave Suite 100
Nuntersville. NC 28078
[phone]
Results presented on this page are In the units Indicated by the "Units' column except where an allemde unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall nol be reproduced, except in full
Date 03/252019 03 09 PM without the written consenl of Pare Analytical Services L LC
Page 28 of 38

DocuSign Envelope ID: A07D8D4B-El F74650-AF8B-44DF8501 E045
�.aceAwlyfical*
www pecefeM com
i
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No 92421696
OC Balch 465198 Analysis Method EPA 8260D
QC Batch Method. EPA 82600 Analysis Description. 8260D MSV Low Level
Associated Lab Samples 92421696003, 92421696008
METHOD BLANK 2529589
Associated Lab Samples. 92421696003, 92421696008
Parameter Units
Matrix Water
Blank Reporting
Result Limit
Analyzed
1,1,1.2-Tetrachloroetha-1e
ug/L
ND
10
03125/1912:13
1.1.1-Trichloroethane
ug/L
ND
10
03125/191213
1,1,2,2-Tetrachloroethale
ug/L
ND
10
03'25/1912A3
1.1,2-Tnchloroethane
ug/L
ND
1.0
03,125/19 12 13
1,1-Dichloroethane
ug/1-
ND
1.0
03.12511912:13
1,1-Dichloroethene
ugll
ND
1.0
03,125/1912:13
1,1-Dichloropropene
ug/L
ND
1.0
0312511912,13
1.2.3-Trichlorobenzene
ug1L
ND
1.0
03,12511912:13
1,2,3 Trichioropropane
ug/L
ND
1.0
03,125119 12:13
1,2,4-Tnchlorobenzene
ug/L
ND
1.0
03,1251191213
1.2-Dibromo-3-chloropropane
ugll
ND
5.0
03,125/1912:13
1,2-Dibromoethane (ED13)
ug/L
ND
1.0
03!25/19 12:13
1,2-DicNorobenzene
ug/L
ND
1.0
03125/1912:13
12-Dichloroethane
ug/L
ND
1.0
03!25/1912:13
12-Dichloropropane
ug/L
ND
10
03!2511912.13
1,3-Dichlorobenzene
ug/L
ND
1.0
03125/1912:13
1.3-Dichloropropane
ug/L
ND
10
03,25/1912.13
1,4-Dichlorobenzene
ug/L
ND
1.0
03125/1912:13
2,2-Dichloropropane
ug/L
ND
1.0
03125/1912-13
2-Butanone (MEK)
ug/I
ND
50
03125/19 12:13
2-Chlorotoluene
ug/L
ND
10
03'25/1912:13
2-Hexanone
ug/L
ND
5 0
03!25/19 12:13
4-Chlorotoluene
ug/L
ND
1.0
03!25/1912:13
4-Methyl-2-pentanone (MIRK)
ug/L
ND
5.0
03l25/19 12:13
Acetone
ug/L
ND
25.0
03l25/1912,13
Benzene
ug/L
ND
1.0
OW2511912:13
Bromobenzene
ug/L
ND
10
03!25/1912:13
Bromochloromethane
ug/t.
ND
1.0
03!25/1912:13
Bromodichloromethane
ug/t
ND
1.0
03.125/1912.13
Bromoform
ug/L
ND
10
0312511912.13
Bromomethane
ug/L
ND
2 0
03.125/19 12:13
Carbon tetrachloride
ug/t
ND
10
03!25/19 12:13
Chlorobenzene
LIWI
ND
1.0
03'25/1912:13
Chloroethane
ug/L
ND
1.0
03125/1912:13
Chloroform
Vt.
ND
5.0
03!25/191213
Chloromelhane
ug/L
ND
10
03.125/1912:13
cis- 1.2-Dichloroethene
ug/L
ND
10
03125/1912:13
cis-1,3-Dichloropropene
ug/L
ND
1.0
03!25/1912:13
Dibromochloromethane
ug/L
ND
10
03.125/19 12 13
Dibromomethane
ug/L
ND
1.0
03'25/1912:13
Dichlorodi0uoromethane
ug/L
ND
1.0
03.'25/1912.13
Qualifiers
Pace Analytical Services, LLC
9900 Klncey Ave Suite 100
Huntersville. NC 28078
[phone]
Results presented on the page art In the Was indicated by the "Units" column except what an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except it full
Date 03125/2019 0109 PM without the written consent of Pace Analytical Sery ces. LLC Page 29 of 38

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
aceAwlytical
wwwpscobbatwmm
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No. 92421696
METHOD BLANK 2529689
Associated Lab Samples. 92421696003. 92421696008
Parameter Units
Matrix Water
Blank Reporting
Result Limit
Analyzed
Diisopropyl ether
ug/L
ND
1.0
03'25/19 12:13
Ethylbenzene
ug/L
ND
1.0
03125/1912.13
Hexachloro-1,3-buladiene
ug/L
ND
1.0
03'25/1912:13
m&p-Xylene
ug/L
ND
2.0
03125/1912:13
Methyl-terl-butyl ether
ug/L
ND
1.0
03/25/19 12:13
Methylene Chloride
ug/L
ND
50
03/25/19 12:13
Naphthalene
ug/L
ND
1.0
03!25/1912:13
o Xylene
ug/L
ND
1.0
03/25/19 12:13
p-Isopropyltoluene
ug/L
ND
1.0
0X2511912:13
Styrene
ug/L
ND
1.0
03f25/19 12:13
Tetrachloroethene
ug/L
ND
1.0
03125/1912:13
Toluene
ug/L
ND
1.0
03125/1912:13
trans-1,2-Dichloroethene
ug/L
ND
1.0
03/2511912:13
trans-1,3-Dichloropropene
ug/L
ND
10
03/25/191213
Trichloroethene
ug/L
ND
1.0
03125/1912:13
Trichlorolluoromethane
ug/L
ND
1.0
03/25/1912:13
Vinyl acetate
ug/L
ND
2.0
03/25/19 12:13
Vinyl chloride
ug/L
ND
10
03725/19 1213
Xylene (Total)
ug/L
ND
1.0
OW25119 12.13
1.2-Dichloroethane-d4 (S)
%
97
70.130
03/25/19 12:13
4-BromoBuorobenzene(S)
%
96
70-130
03/Y5/1912,13
Toluene -dB (S)
%
103
70-130
03:25119 12:13
Qualifiers
Pace Analytical Services, LLC
9900 Kmcey Ave Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE
2529590
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1.1,12-Tetrachloroethane
ug/L
50
526
105
70 130
1.1,1-Trichloroethane
ug/L
50
498
100
70.130
1, 1,2,2- Telrachloroethane
uglL
50
47.2
94
70-130
1,1,2-Trichloroethane
ug/L
50
521
104
70-130
1.1-Dichloroethane
ug/L
50
48 5
97
70.130
1,1-Dichloroethene
ug/L
50
510
102
70-130
1.1-Dichloropropene
ug/L
50
472
94
70.130
12.3-Trichlorobenzene
ug/L
50
52.5
105
70-130
1,2,3-Trichloropropane
ug/L
50
519
104
70130
12,4-Trichlorobenzene
ug/L
50
518
104
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
506
101
70.130
1,2-Dibromoethane(EDB)
uglL
50
504
101
70130
1,2-DicNorobenzene
uglL
50
500
100
70-130
1,2-Dichloroethane
ug/L
50
451
90
70-130
1,2-Dichloropropane
ug/L
50
502
100
70-130
1,3-Dichlorobenzene
ug/L
50
49.8
100
70130
1,3-Dichloropropane
ug/L
50
500
100
70-131
IA-Dichiorobenzene
ug/1
50
496
99
70-130
Results presented on this page ere In the units Indicated by the "Unit*" column except where an altemate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
this report shall not be reproduced, except in full.
Dale 03/25/2019 03:09 PM without the written consent of Pace Analytical Services. LLC Page 30 of 38

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
aceftlytical e
0
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No 92421696
LABORATORY CONTROL SAMPLE
2529590
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
2.2-Dichloropropane
ug/L
50
51.1
102
69.130
2-Butanone (MEK)
ug/L
100
95.5
96
64 135
2-Chlorotoluene
ug/L
50
51.2
102
70-130
2-Hexanone
ug/t
100
921
92
66135
4-Chlorotoluene
ug/L
50
501
100
70-130
4-Methyl-2-pentanone (MIBK)
ug/L
100
96.4
96
70-130
Acetone
ug/L
100
109
109
61-157
Benzene
ug/L
50
50.8
102
70-130
Bromobenzene
ug/L
50
49.9
100
70130
Bromochloromethane
ug/L
50
51.0
102
70-130
Bromodichloromethane
ug/L
50
50 2
100
70 130
Bromofonn
ug/L
50
49.3
99
70.130
Bromomethane
ug/L
50
469
94
38-130
Carbon tetrachloride
ug/L
50
518
104
70.130
Chlorobenzene
ug/L
50
50.2
100
70-130
Chloroethane
ug/L
50
45.2
90
37-142
Chloroform
ug/L
50
46.9
94
70.130
Chloromethane
ug/L
50
497
99
48-130
cis-1,2-Dichloroethene
ug/L
50
48.3
97
70-130
cis-1,3 Dichloropropene
ug/L
50
51.8
104
70-130
Dibromochloromethane
ug/L
50
51.0
102
70-130
Dibromomethane
ug/L
50
52.0
104
70-130
Dichlorodifluoromethane
ug/L
50
48.0
96
53134
Diisopropyl ether
U91L
50
47.2
94
70-135
Ethylbenzene
ug/L
50
50.9
102
70-130
Hexachloro-1,3-butadiene
ug/L
50
52.8
106
68-132
m&p-Xylene
ug/L
100
103
103
70-130
Methyl-tert-butyl ether
ug/L
50
47.6
95
70.130
Methylene Chloride
ug/L
50
46-4
93
67-132
Naphthalene
ug/L
50
49.4
99
70-130
o-Xylene
ug/L
50
51 3
103
70-131
p-lsopropyltoluene
ug/l
50
529
106
70-130
Styrene
ug/L
50
49.8
100
70-130
Telrachloroethene
ug/L
50
517
103
69130
Toluene
ug/L
50
513
103
70-130
trans-1,2-Dichloroethere
ug/L
50
49.8
100
70-130
trans 1,3-Dichloropropene
ug/L
50
499
100
70-130
Trichloroelhene
ug/L
50
531
106
70-130
Trichlorofluororllethane
ug/L
50
480
96
63-130
Vinyl acetate
ug1L
100
951
95
55-143
Vinyl chloride
ug/L
50
48.9
98
70-131
Xyiene (Total)
ugll
150
155
103
70-130
1.2•Dichloroethane-d4 15)
%
88
70-130
4-Bromofluorobenzene (S)
%
100
70 130
Toluene-d8 (S)
%
99
70-130
Pace Analytical Services, LLC
9900 Kincey Ave Suite 100
Huntersville, NC 28078
[phone]
Qualifiers
Results preeerged on this page are to the unite indicated by the "Units` column except where an alternate unit Is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date. 03/25/2019 03 09 PM without the written consent of Pace Analytical Services L I C Page 31 of 38

J m m
N
Q (n
Hasg
g41
C j
� 8 x
Q
d m
CL
D1
W
N
N
ll:
Q
� W
Y
a
W LO
m rn q
ro
o W
Z Y.
� a
'o y
X
a Fr
AL
O Q
CL CL
10
7
❑( N ^ cn V '- O M N— N .- N M — N N In M N cD N V M N V IT N M V M W cn N h M N M 0 Na 0 0 0 0 0
a
Ir
U M W O Q) R 6f in r O QQ r M r O c0 M m W m a W r 0 W W u] v M m N 0
E e7 N 0 0 0 0 0 0 c f Ln O O O O O O O O O cn O cn 0 0 0 0 0 M 00 N O^ O O O O r f7 c0 'n an d
ag J r oo r n r r r n rl r m r r r r r r r tD W r cD r coo r r r r 0 r r in r O r r r r Q co cD c0 tD �A
.- N co O M W cn r Oc c0 r QQ r< O M r N O r W O^ O m O W O W o c0 tp n O N O O
0 m 0 0 0 0 .- r- cn m O O c0 O^ .12
0 0^ O N O O O O 0 0 0
.0O O O iO r cOn O O O N WO l7 O< O 12 O N O 0'O N O 0 0 0 0 0 0
.-^O^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
cn
N^ cV W cn O M W^ cn r 0 0 r r a— m N m W O W W 0 8cp r O cV M m O tcDp
^ 0 0 O^ ^ O O O O O O N cn O C c, at ^ O O O O N^ 0 0 0 0 0 2 0 O
�t O cn N O cn W^ r W M W O Q� r O O) ^ tD O N In W N N W �7 W cn D> cn O O W) ?^ W N p� W N r Of O cn
O^ ^ O^ O^ O O .- O^ .- cn O O O N cn 0^ 0 0^ ^ N O^^ 0 0 0 0 O O^ O
^ ^ — ^ ^ ^ ^ ^ ^ ^ .- ^ ^ ^ •- N ^ N .- N N ^ .- — .- .- ^ ^ ^ .- — ^ ^ .- ^ .- ^ CO ^ ^
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC. 00 0 0 0 0 0 0 0 0 0 CO
❑ o 0 0^ o 0 0 0 0 0^^ o 0 0 o g o$ 0 O O O O C O O O O O O O O O O O O O O O O O O O o 0 0
cn U
S S O S S O O O O O S S S O S S S O O S S S S S S O COCO O cm
O O O O O S O 0 0 0 0 Cm
cn U
� 0❑ O C 0 0 0❑ �? 0 0 0 0❑ 0 0 0❑ C O❑ 0 0 0❑^❑❑ 0❑ 0❑ O C C C❑ O❑ 0❑ C o❑ r 0
o BIZ Z Z Z 2 Z 2 Z W Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 2 M Z Z Z Z Z Z Z Z 2 2 Z Z Z Z Z Z m Z co 2
N
S Er
N
N
O _ _ _ _ _ _ _ _ _ _ _ _ _ =1 ..: J``�= 1 J J= J J J J J �J J J J J�� J J"
c rnwrnomc,crrnrn amp�p� o?nppl�ppf�pp��pp��pp��pp��QQ�� ppo�rnp�p� rnoippl�rno rn3i� v�rn3 arn3irn3��c�
c?
E
co
a
O Y
yy7 a m m
m Qy W y y y Q U y O C C G N
N c d G d t w- lr- dd o w a� a� 61 c LC aci a L
O A O l0 G7 al C C n C ° C W O O Ol N C c 100
yc L�' L c r o c o c a w d d E o° y v o o E M 3
0 0 o M
o o o` 0 0 0 �' o o o o �S ? (D o o m m aci = m
c c L o r o 0 0 LL 0 LL 0 LL 0 L_0 o �0s 0 0 0 o T y m �' cri E E j5 j o o _o o c o v
H G :O U U U c! U c-3 O X O t c y O 6 O O O O O N v� E E O O. X >.
cvQQQc�chvO8O8O . DOD �t yL d= c E E E E E es o 0 0^^ ° or o5,`0 0�
•- N N N N N N N N fh M V' N m U= U y 0 0 0 0 0 m L L L L cn tll a _U °_� L d .6 41
^ ^ ^ ^ ^ ^ ^ ^ �- ^ — — — — ^ — �- ^ N N N N < O Q m m G m CO CO U 0 U U U 0 �0 ❑ ❑ C C W = E i
N
J
a
Z
a
0
0
m
a
J
U-
O
O
IL
W
ir
W
M
O
N
cn
M
a
U
J
c
G
a
0
M
0
rn
0
N
N
cn
0
0

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
Ice
/V al ocal e
trww-0eaaYOa ism
QUALITY CONTROL DATA
Project Baxter St Assessment
Pace Project No.7 92421696
MATRIX SPIKE & MATRIX SPIKE DUPLICATE
2529591
MS
92421696003
Spike
Parameter
Units
Result
Conc.
Methylene Chloride
ug/L
ND
100
Naphthalene
ug/L
401
100
o-Xylene
ug/L
543
100
p-Isopropyltoluene
ug/L
ND
100
Styrene
ug/L
7.0
100
Tetrachloroetherle
ug/L
ND
100
Toluene
ug/L
153
100
trans -1,2-Dichloroethene
ug/L
ND
100
trans-1,3-Dichloropropene
ug/L
ND
100
Trichloroethene
ug/L
ND
100
Trichloro8uoromethane
ug/L
ND
100
Vinyl acetate
ug/L
ND
200
Vinyl chloride
ug/L
ND
100
Xylene (Total)
ug/L
1430
300
12-Dichloroethane-d4 (S)
%
4-Bromotuorobenzene (S)
%
Toluene d8 (S)
%
Pace Analytical Services, LLC
9a00 Kencey Ave Sude 100
Hunlersville, NC 28078
[phone]
2529592
MSD
Spike
MS
MSD
MS
MSD
% Rec
Conc
Result
Result
% Rec
% Rec
Limits
RPD Qual
100
111
111
111
111
42-159
0
100
543
552
142
151
61-148
2 M1
100
658
655
115
111
70-148
0
100
132
132
132
132
70-146
1
100
117
113
110
106
70-135
4
100
116
111
113
108
59-143
4
100
266
263
113
110
59-148
1
100
110
110
110
110
70-146
0
100
106
103
106
103
70-135
3
100
117
115
114
112
70-147
2
100
113
113
113
113
70-148
0
200
206
202
103
101
49-151
2
100
114
111
114
111
70 156
2
300
1770
1760
112
110
63-158
0
97
93
70-130
99
97
70-130
101
99
70-130
Results presented on this page are In the units Indicated by the "Units` column escepi where an alternate unit Is presented to the fight of the resuh.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full
Date. 03/2512019 03 09 PM without the written conser or race Analytical Services ue:
Page 33 of 38

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
aceMalytfcal
wMw.paoalapacom
QUALIFIERS
Project Baxter St Assessment
Pace Project No.. 92421696
DEFINITIONS
DF Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot
ND - Not Detected at or above adjusted reporting Knit,
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL - Adjusted Method Detection Limit
Pace Analytical Services, LLC
9800 Kincey Ave Suite 100
Huntersville, NC 28078
POL - Practical Quantitation Limit
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific anatyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270 The result for each anatyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260
N-Nilrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270 The result reported for
each anatyte is a combined concentration.
Pace Analytical is TN accredited Contact your Pace PM for the current list of accredited analytes
TNI - The NELAC Institute.
LABORATORIES
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
M t Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
R 1 RPD value was outside control &mils
v3 The continuing calibration verification was below the method acceptance limit Any detection for the analyte in the
associated samples may have low bias
j REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced except Ir full.
Date 03125/2019 03:09 PM without the written consent of Pace Analytical Services, LLC
[phone]
Page 34 of 38

Lab ID
Sample ID
QC Batch Method
QC Batch
92421696001
MW-35
EPA 8260D
464186
92421696002
MW-45
EPA8260D
464186
i
92421696003
MW-55
EPA 8260D
465198
92421696004
MW-6
EPA 8260D
464186
92421696005
MW-7
EPA 8260D
464186
92421696006
MW-8S
EPA 8260D
464186
92421696007
TMW-2
EPA 8260D
464186
92421696008
TMW-3
EPA 8260D
465198
92421696009
TMW-17
EPA 8260D
464186
Date: 03/25/2019 03.09 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced. except it full.
without the written consent of Pace Analytical Sery Ces LLC
DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
1!;a'ceAna1j4ica1"
wwwpaca;ebs aim
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project Baxter St Assessment
Pace Project No . 92421696
Analytical Method
Pace Analytical Services, LLC
9800 I<mcey Ave Suite 100
Huntersville. NC 29078
(704t975-9092
Analytical
Batch
Page 35 of 38

DocuSign Envelope ID: A07D813413-E1 F7-4650-AF8B-44DF8501 E045
Document Name:
Document Revised: February 7, 2018
aceWyrical
Sample Condition Upon Recel t(SCUR)
Page 1 of 2
Document No.:
F-CAR-C"33-Rev.06
Issuing Authority:
Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersville Raleigh❑ Mechanicsville[]ClIentriarn WO# : 92421696
roject It:
,r V ' �. r
I n✓IrPl,� rlrL]f��5 �� IIIII' III IIII' II'I I III
Courier: Fed Ex U UPS SPS ®fNent
❑ Commercial ❑Pace ❑Other:_ 92421696
Custody Seal Present? ❑Yes No Seats Intact? ❑Yes 06 d
Date/initials Person Examining Contents:/ 5�_! `=
Packing Material: ❑Bubble Wrap Cal (,bble Bags ❑None ❑ Other Biological sue Frozen? J
Thermometer / []Yes No ❑N/A
R Gun 10: ,
92TO48 Type of Ice: 1 11et ❑eiue []None
Cooler Temp rQ: �l �I ' correction Factor: Add/Subvact i'C) 0.0
�� Temp should be above freezing to VC
Cooler Temp Corrected ('C): []Samples out of terop criteria. Samples on ice, cooling process
hat begun
USDA Regulated Sol ( N/A, water sample)
Did samples Ori�InalEin a quarantine zone within the United States: CA, NY, or SC (check maps)? old samples originate from a foreign source {internationally.
r'".. _ _ r—i.r 1..4...tin. W-1—d O.rnn elcell Mat nNo
Comments/bIscrepancy,.
Chain of Custody Present?
n
ONO
N/A
1.
Samples Arrived within Wd Time?
Yes
ONO
N/A
2.
Short Noll Time Analysis 03 hr.?
a
rim.
N A
3.
Rush Turn Around Time Requested?
OY.
O
N/A
4.
Sufficient Volume?
Y
No
nNJA
S.
Correct Containers Used?
-Pace Containers Used?
Yef
ONO
Mun
❑N/A
A
6.
Containers Intact?
..
No
nN
7.
Dissolved analysis: Samples Field Filtered?
OY,p
ONO
N/A
a.
Sample tsbels Match COC?
-Includes Date/Time/ID/Anal b Matrix:
Yes
ONO
❑N/A
9.
Head ate In VOA Vials 1)5-6mm)?
r3yes
N
N A
10.
Trip Blank Present?
Trip Blank Cus ody Seats Presents
OYESNo
0Yes
EINQ
❑N/A
WA
11
COMMENTS/SAMPLE DISCREPANCY Field Data Requlredr Oyes ONO
Lot ID of split containers:
CUENT NOTIFICATION/RESOLUTION
Person contacted: Date/Time:
Project Manager SCURF Review:
Project Manager SRF Review:
Date: I
Date: /i
Page 36 of 38

DocuSign Envelope ID: A07D8D413-E1F7-4650-AF8B-44DF8501E045
�' 1 ceAnalytical
I
Document Name. Document Revised. February 7, 2018
Sample Condition Upon Receipt(SCUR) Page 1 of 2
Document No., Issuing Authority:
F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office
'Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions VOA, Coliform, TOC, Oil and G'easc, DRO/8015 :water) DOC, LLHg
"Bottom half of box is to list number of bottle
Project# WO# : 92421696 ___ _
PM: PTE Due Date: 03/25/19
CLIENT• 92-CEC
E
—
�_
Z
a
V
=
Z
n
E
e
a
as
y
?
n
E
rZn
a
In
a
2
On
Y
N
A
n
E
a
a
m
=
Z
o
E
e
a
Y
7
a
o
Y
3
_-
`—'
O
a
]
n
E
E
i
Q
h
v
v
E
a
:
Q
G
a
Y
E
a
E
Q
y
z
n
e
u
¢
y
E
a
E
<
a
=
<
o.`"
.�
T
Q
a
apE
I
\
N
O
E
c
E
O
E
l7
O
2
o
7
QQ
J
y
>
9
bf
i
Q
a
i
2
_
E
Z
>
Z
E
a
?
E
a
?
>
Y
E
lP7
-
a
E
v
a
Me
_
a
E
w
a
O
-
a
E
N
a
m
n
n
CD
a
E
li
N
a
E
a
3
S
6
I
\\N\r
�
7
8
10
11
12
pH Adjustment Log for Preserved Samples _
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation J
adlutted
Amount of Preservative
added
lot e
Note. Whenever there s a discrepancy affecting North Ca roll na cc mph ance tamp Ies, a copy or trut corm Will ae tent to the Not n Cara ilna UVINh lennica lion unite lie.
Out of hold, incorrect preservative, out of temp. incorrect conta ne rs
Page 37 of 38

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
CHAIN -OF -CUSTODY 1 Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section a
Section C
Required Client MNormatlon: ReytWed
1aronnatlon: hwolee Information: Page : t Of 1
Copp Allenton.
Corttpany Narrtc
CoRvany Ci..tt d Emrorrnemal Con%A�—ts - CAinotle. MC
Repon To 004pm
Address 1900 Center Park Dme
Copy To
Charon. NC 20217
Addross:
Regdaloly
Ernwj dowpoexoc, tin
Pucnase Draw It
Pox Quote
Ph" 70e-578.9950 Fad
Prow Mane
Eaa w St Assosemern
Pax Propel Manager taylor ezeappsceinin corn.
State I Location
Requested Due Date
Prolect 0
Pam Pf ldw •. 7135.6
MC
Roti.emed
Mal
Filtered
IN
E
Z
COLLECTED
x
Preservatives
>
w. wT
3
w..r w... DADA
•
i
Arp.et
SAMPLE ID a'°•' a
START
END
S
lo-
Cad Character per Doc we• vrr
n
L'•
v
a
'A
Sample Ids mutt be unique -
75Lu
a
i
Q
a
U�
8
/yam
a
nS
:
o
2
ti
•
/,/y��.y�/��ji
DATE
TII
DATE
TIME
•
_
_
_
_
>
[
3
f"� —
Q'
✓ vV
4
LJ:�
C
C
1
JCS
5
I.IJ
8
GOsv
6
-
t4't
6
G u,' — �
l5ic
✓�8
9
10
12
ADDITIONAL Connavrs
RELIF
XXXZHED BY I AFFaJATIM
DATE
TIME
ACCEPTED BY I AFFIIJATM
DATE
TIME
SAMPLE CONOtTIDNS
I&
YlX"
-��
/V
l L
5h Mn
55
SAMPLER MAME Aft SIGNATURE
u
�
PRINT Name or SAMPLER: -
SIGNATURE of SAMPLER DATE Signed:
W
co
0
co
to
OLr

DocuSign Envelope ID: A07138134B-E1 F7-4650-AF8B-44DF8501 E045
PROPERTY VALUATION DOCUMENTATION

k •, ;�. •� � a w4 .\• ,lip � .�.
tip' � • • � `�''� � '�• � � � :4 ' . � , � � , +�.
de It
Or
�; . ., yam• ,�•'•`� �� , .�% ���•..� �`. � •,
:•yam �� aA. .. ♦ �!f'. ?�:�� `r
41
4.0
' 4h. Tr'• ♦ 4 + A �/ - _ ►. Ot `.. a _'.

DocuSign Envelope ID: A07D813413-E1F7-4650-AF8B-44DF8501E045
120 N Meer, St Charlotte, N(' 2920,
Page 2 of 3
ABOUT 120 N MYERS ST , CHARLOTTE, NC 28202
Price
$4,995,000
Building Class
C
Sale Type
Investment
Total Lot Size
0.48 AC
No. Lots
1
Zoning Description
MUDD
Property Type
Land
APN / Parcel ID
080-098-02
Property Sub -type
Commercial
Cross Streeti
E 5th St
Proposed Use
Commercial
Listing ID: 3875865
Date Created: 4/7iNle
Last Updoted: I I / 2ul<
1 LOT AVAILABLE
Lot 08009802
Price $4,995,000 Lot Size 0.48 AC
SALE NOTES
Seller looking for N opportunities. One acre that can be expanded
One acre ar MUDD zoned land in Downtown Charlotte. Located at the corner of 5th and Myers with easy access to the new Trolley
Ideal for Office, Retail, Multifo"ly, or Data Center Owner is open to a sole, and con develop for any use
Located of the corner of 5th and Myers in Dowrtown Charlotte
Q TRANSIT/SUBWAY
Charlotte Transportation Center/Arena Transit Stop
10 min walk
0.5 mi
(Charlotte Trolley, LYNX Blue Line)
7th Street Transit Stop(Charlotte Trolley, LYNX Blue Line)
11 min walk
0.5 mi
9th Street Transit Stop(Charlatte Trolley)
14 min walk
0.7 mi
3rd Street Transit Stop(Chorlotte Trolley, LYNX Blue Line)
14 min walk
0.7 mi
Stonewo I Transit Stop(Charlotte Trolley, LYNX Blue Line)
18 min walk
0.9 mi
https://www.lo(ipnet.coin/l .isting/I20-N-M) ers-St-('Iiarlt)tte-N('/3875865/Print 12/ 1012019

DocuSign Envelope ID: A07D8D46-E1F7-4650-AF8B-44DF8501E045
120 N Myers St Charlottc, NC 28202
Page 3 of 3
AIRPORT
Charlotte Douglas International Airport
WALK SCORE
80
Very Walkable
TRANSIT SCORE
82
Excellent Transit
MAP OF 120 N MYERS ST CHARLOTTE, NC 28202
FS
r�s
r
Fr
e�
0
It
5� John Price Carr House Q
17 min drive 8.4 mi
BIKE SCORE
72
Very Bikeoble
e r 74 i
Mecklenburg ® Find
MCourthouse p
all Park qI'o Grady Cole Center
tO
• • • - � Map data 02019 Googb
The LoopNet service and information provided therein, while believed to be accurate, ore provided "as is' LoopNet disclaims an+
and all representations, warranties, or guarantees of any kind.
https://www.loopnet.com/f,isting/i20-N-Myers-St Charlotte-NC/3875865/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
1727-1733 V 7th St Charlotte, NC 28204
Page 1 45
1�Ik LoopNet
®Gay Durkin
[phone] Ext. 24
1727-1733 E 7th St
Charlotte, NC 28204 - 0 58 AC - Land For Sale
$2,450, 000
https://www.loopnet.com/Listing/1727-1733-F;-7th-St-Charlotte-NC/17710482/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B44DF8501E045
1727-1733 E. WIT St Charlotte, NC 28204
Page 2 of 5
ABOUT 1727-1733 E 7TH ST , CHARLOTTE, NC 28204
Price $2,450,000
Property Sub -type
Sale Type Investment
Total Lot Size
No. Lots 1
Zoning Description
Property Type Land
APN / Parcel ID
Date Created 11 13/2019 Lost Updated: 12/3,2010
1 LOT AVAILABLE
Lot
Commercial
0.58 AC
Ell
127-033-06
Price $2,450,000 Lot Size 0.58 AC
+/- .58 Acres or +/- 25,476sf per the tax records 2 EXISTING BUILDINGS (+/- 3,369tsf plus +/-
3,595tsf. Both Ws per the tax records).
SALE NOTES
LLILAbt i H NLIGHBORHOOD DEVELOPMENT (+/- .58 Acres or +7 25,476st per the tcx records)
or 2 BUILDINGS FOR PURCHASF (+/- 3,369tsf plus +/- 3,595tsf Both Ws per the lax records)
Fantastic Mixed -Use. Office or Multi Family Development Opportunity or 2 Office Purchase Opportunities located in the f leort of the
Elizabeth neighborhood in Charlotte, North Carolina. 2 Parcels ere being Offered for Sale- Coll or Email for Pricing Details
Each Parcel (Both B-1) currently has a structure on it (k1727's Permitted Use is Office, N1733's Permitted Use is Retail)
Great walkab lity to neighooring shops and restaurants, Conveniently located near the on ramp for Independence Blvd (Hwy 74)
and less than 1 mile to Uptown Charlotte. Close proximity to Novant Presbyterian & Mercy Hospitals, 1 77 & 1 277 and Retail &
Restaurants along 7th Street, Elizabeth Avenue and Central Avenue.
Adjacent to the CityLYNX Gold Line Trolley (2 Stops Close by on Hawthorne Ave = 5th St - 5unnyside Ave )
1121 E lth Street - Toxp 12703306, 12,738 St of Land, Structure bulls in 1913- 3,369 total SF (2,636 heated SF)
1733 E 7th Street = Tax# 12703307, 12, 738 SF of Lard , Structure built in 1935- 3,595 total SF (2,837 heated SF)
-140 feet of street frontage on 7th St.,14,000VPD per NCDO1
The Elizabeth Neighborhood is Charlotte's second oldest streetcar suburb and is best known for its historic chorm, tree -fined streets
and close knit community The neighborhood is also known for its Craftsman -Style bungalow homes, locally owned businesses,
Restaurants & Music Halls.
https://www.loopnet.com/Listing/1727-1733-1 7th-St-Charlotte-NC/17710482/1Irint 12/10/2019

DocuSign Envelope ID: A07D8D48-E1F7-4650-AF8B-"DF8501E045
1727-1733 I: 7th St Charlotte, NC 28204
Page 3 of S
AIRPORT
Charlotte Douglas International Airpor,
WALK SCORE
77
Very Walkable
TRANSIT SCORE n
58
Good Transit
MAP OF 1727-1733 E 7TH ST CHARLOTTE, NC 28204
Independence
Park
J.
.;.fir rQ c`P
P• 31 c
® 0
Novant i iedllh
Fst c ri:+n Medical
19 min drive 9.3 mi
BIKE SCORE C)
63
Bikeable
44
s
Map data 02019
https://www.loopnet.comAListing/ 1727-1733-E-7th-St-Charlotte-NC/ 17710482/Print
12/ 10/2019

4•,
q L / All
lw
•II«
Vol
w • ' ••t • ` 'ram .L. Yi
• Y
ri

DoctiSign Envelope ID: A07D8D4B-E1F7.4650-AF8B-44DF8501E045
1727-1733 f. 7th St Charlotte, NC 28204
Page 5 of 5
17334 7fh-St
lnn P -crds
Trofh(
The LoopNet service and information provided therein, while believed to be occu,ate, cre provided "as is" LoopNet disclaims an,
and all representations, wo•rcntres, or guarantees of only kind
https://www.loopnet.com/t.isting/i727-1733-E-7th-St-Charlotte-NC/17710482/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
120 N Myers St ( horlotte, N(' 28202
Page 1 of 3
1.,a LoopNet
Chris Or
[phone]
120 N Myers St
Chorlotte, NC 28202 0.48 AC • Land For Sale
I��MIYYN ��1�Y71Y'r I.l.l
`A995,000
https://www.loopnet.com/t,isting/1 20-N-Mycrs-St-Charlotte-NC/3875865/1'1-int 12/ 10/2019

DocuSign Envelope ID: A07D8D4B-El F7-4650-AF8B-44DF8501 E045
120 N Myers St Charlotte. N(' 292022
I'age 2 of 3
ABOUT 120 N MYERS ST , CHARLOTTE, NC 28202
Price
Sale Type
No. Lots
Property Type
Property Sub -type
Proposed Use
Listing ID: 3875865
1 LOT AVAILABLE
Lot 08009802
Price
$4,995,000
Building Class
C
Investment
Total Lot Size
0.48 AC
1
Zoning Description
MUDD
Land
APN / Parcel ID
080-098-02
Commercial
Cross Streets
E 5th St
Commercial
Date Creat*d: 4/712016 Lost Updated.','ilzOlI
$4,995,000 Lot Size 0.48 AC
SALE NOTES
Seller looking for JV opportunities. One acre that can be expanded
One acre of MUDD zoned land in Downtown Charlotte. Located at the corner of 5th and Myers with easy access to the new Trollev.
Ideal for Office, Retail, Multifamily, or Doto Center. Owner is open to a sale, and can develop for any use.
Located at the corner of 5th and Myers in Downtown Charlotte
R TRANSIT/SUBWAY
Charlotte Ironsportotion Center/Arena Transit Stop 10 min walk 0.5 mi
(Charlotte Trolley, LYNX Blue Line)
7th Street Transit Stop(Chorlotte Trolley, LYNX Blue Line) 11 min walk 0.5 mi
9th Street Transit Stop(Charlotte Trolley) 14 min walk 0.7 mi
3rd Street Transit Stop(Chorlotte Trolley, LYNX Blue Line) 14 min walk 0.7 mi
Stonewall Transit Stop(Charlotte Trolley, LYNX Blue Line) 18 min walk 0.9 mi
https://www.loopnet.com/I .isting/120-N-Myets-St-Charlotte-NC'/3875865/Prifit
12/10/2019

DocuSign Envelope ID: A07D81346-E1F7-4650-AF8B-44DF8501E045
120 N Myers St Charlotte, NC 28202
Page 3 of 3
AIRPORT
Charlotte Douglas International Airport
WALK SCORE
80
Very Walkable
TRANSIT SCORE
82
Excellent Transit
MAP OF 120 N MYERS ST CHARLOTTE, NC 28202
F�
r
�J
143
s,
C�
I It
C31 John Price Carr House O
o`
.`ate 1®
17 min drive
8.4 mi
BIKE SCORE CR
%2
Very Bikeable
a
<0�r�,S} 74 �ISi
Mecklenburg Fira
u ty Courthouse�h
11 Park �Dh �� Grady Cole Center
• • • - . `a.. ��o
a htap data 02019 Gook
The LoopNet service and informotior provided there;n, while believed to be accurate, ore p•ovided 'as is" LoopNet disclaims any,
and all representotions, wo+ranties, of guarantees of any k;nd
https://www.ioopnet.com/l,isting/i 20-N-Myers-St-Charlotte-NC/3875865/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
1721-1733 l: 7th St Charlotte, NC 28204
Pagel of 5
LoopNet,
®Gay Durkin
[phone] Ext.24
1727-1733 E 7th St
Charlotte, NC 28204 • 0.58 AC • Land For Sale
$2,450,000
https://www.loopnet.com[L.isting/ 1727-1733-1-7th-St-('harlotte-N('/ 17710482/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-E1 F7-4650-AF8B-44DF8501 E045
1 /1/-1 /ss L /tn Nt Charlotte, IVI. 2-i5LU4
Page 2 of 5
ABOUT 1727-1733 E 7TH ST , CHARLOTTE, NC 28204
Price $2,450,000 Property Sub -type
Sale Type Investment Total Lot Size
No Lots 1 Zoning Description
Property Type Land APN / Parcel ID
Listing ID;17710482
1 LOT AVAILABLE
Lot
Date Created: 11/13/20 ( Last Updated: 12/3/2019
Commercial
0.58 AC
B1
127-033-06
Price $2,450,000 Lot Size 0.58 AC
+/- .58 Acres or +/- 25,476sf per the tax records 2 EXISTING BUILDINGS (+/- 3,369tsf plus +/
3,595tsf. Both #Ps per the tax records).
SALE NOTES
b LILAbE 1 H NE16HBORHOOD DEVELOPMENT (+1- .58 Acres or +/- 25,416sf per the tax records)
or 2 BUIL DINGS FOR PURCHASE (+/- 3,369tsf plus +/- 3,595tsf. Both #'s per the tax records)
Fantastic Mixed -Use, Office or Multi Family Development Opportunity or 2 Office Purchase Opportunities located in the Heort of the
Elizabeth neighborhood in Charlotte, North Carolina 2 Parcels are being Offered for Sole- Coll or Email for Pricing Details.
Each Paree (Both B-1) currently has a structure on it (#1727's Permitted Use is Office, #1733's Permitted Use is Retail)
Great walkability to neighboring shops and restaurants, Conveniently located near the on -ramp for Independence Blvd. (Hwy 74)
and less than 1 mile to Uptown Charlotte. Close proximity to Novant Presbyterian & Mercy Hospitals, 1-77 & 1- 277 and Retail &
Restaurants along 7th Street, Elizabeth Avenue and Central Averue.
Adjacent to the GtyLYNX Gold Line Trolley (2 Stops Close by on Hawthorne Ave. - Stn St. • Sunnyside Ave.)
1727 E 7th Street - Tox# 12703306, 12,738 SF of Land, Structure txrilt in 1913- 3,369 total SF (2,636 heated SF)
1733 E 7th Street = Tox# 12703307, 12,738 SF of Land , Structure built In 1935 3,595 total SF (2,837 heated SF)
-140 feet o° street frontage on 7th St , 14,000VPD per NCDOT
The Elizabeth Neighborhood is Charlotte's second oldest streetcar suburb and Is best known for its hislo7ic charm. tree -lined streets
and close knit community The neighborhood is also known for its Craftsman -Style bungalow homes, locally owned businesses-,
Restaurants & Music Halls
https://www.loopiiet.com/l,isting/1727-1733-1;-7th-St-Charlotte-NC/17710482/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-E1F74650-AF8B44DF8501E045
1727-1733 1-1 7th St Charlotte, NC 28204
Page 3 of 5
AIRPORT
Charlotte Douglas International Airport
WALK SCORE
77
Very Walkable
TRANSIT SCORE
58
Good Transit
MAP OF 1727-1733 E 7TH ST CHARLOTTE, NC 28204
o F�sy
Independence -S*
Park
Y 4 once c S'r
� f
fe ® sib P
Novant Health
es,byjerian Medical_
0 0 0
19 min drive
BIKE SCORE
63
Bikeoble
9.3 mi
Ua
a
44.s
4
f
ash
J� Map data @2019
https://www.loopnet.com/l,isting/l727-1733-I;-7th-St-Charlotte-NC/17710482/Print 12/10/2019

DocuSign Envelope ID: A07D8D4&E1F7-4650-AF8B-44DF8501E045
1 /L /-1 /33 L• Ali St Charlotte, NC 28204
Pagc 5 of 5
1733-E-71h-St
Tax Records
Traffic
The LoopNet service and information provided therein, while believed to be accurate, ore p,ovided 'as is" Loop Net d4sclaims on,
and all representations, wa•ront es, cr guarantees of any kind
littl3s://www.loopnet.com/t.isting/1727-1733-1:-7th-St-Charlotte-NC/17710482/Print 12110/2019

DocuSign Envelope ID: A07D8D4&ElF7-4650-AF8B-44DF8501E045
Waco St L tsllison htreet Charlotte, NC 2N204 Page I of 3
LoopNet
Monte Ritchey
[phone] Ext. 34 I"—
LEGACY
Waco St a@ Ellison Street $975,000
Charlotte, NC 28204 • 0.60 AC - Land For Sale
Grp• ,A �+
ii
=r
x. �� ✓ V
WON
https://www.loopnet.comlListinglWaco-St-Ellison-Street-Charlotte-NC1147577551Print 12/10/2019

DocuSign Envelope ID: A07D8D413-E1 F74650-AF8B-44DF8501 E045
Waco St !ri I .Ilison Street Charlotte. NC 28204
Page 2 of 3
ABOUT WACO ST @ ELLISON STREET, CHARLOTTE, NC 28204
Price
Sale Type
No. Lots
Property Type
Property Sub -type
Listing ID. Imo' ,//'..,
1 LOT AVAILABLE
$97h,000
Total Lot Size
0.60 AC
Investment
Zoning Description
UR2-CD
1
APN / Parcel ID
125-243-61
lend
Cross Streets
Ellison Street
Residential
Date Created. V3;2019 Lust Upduted. 11'4 i DI
Lot 1-4
Price $975,000 Lot Size 0.60 AC
Lanc entitled for 4 lots. Ecch backs up to a creek and fronts a private dead end drive Plan @
www.rezoning.org. Petition N 2018 78 Contact Broker/Owner with ?s.
DESCRIPTION
Rare Opportunity to buy 4 lots in white hot in town Charlotte neighborhood, Cherry!! Negotiate now
before Owner commits additional cash to improving the site.
HIGHLIGHTS
Incredioly compact urban lifestyle Reor yard feels like a Notional Park. Hard to believe you
are one mile from the center of one of the nation's best
Walk to work, groceries, services, parks and more. Walk cities
score of 84. "Very walkable" 'Get to most services on
foot" Highly Sought after public schools
loolxtet.conl/Listing/Waco-St-Ellison-Street-('IlarlotLe-N('i14757755/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B44DF8501E045
Waco St @ Ellison Street Charlotte, NC 28204 Page 3 of 3
SALE NOTES
NOTE: ATTACHED N ANS REFLECTS 5107S. FOR SALE ARE LOTS 1,2,3 AND 4 ON THE PLAN.
This land is on a creek near Charlotte's l ittle Suga, Creek Greenway in the Cherry Community near Myers Park. I ots ore nearly
impossible to find this close to uptown. Homeowners can look forward to Charlotte's best public schools; Eastover, Alexorder
Graham and Myers Park The land and entitlerrenls support 4 SF homes Impossibly beautiful land and moments from uptown,
Novant, Atrium, Metropolitan and more!!! Rear yards abutting creek back up to heavily wooded rear yards of Henley Place homes
where lots are nearly 500' deep. Very private. New homes for $800,000 plus in Cherry. More than 60 new homes have been built in
Cherry ove• the post 5 years by a half dozen builders. These will oe snapped up fast.
AIRPORT
Chorlottc Douglas International Airport 19 min drive 8.7 mi
WAI K SCORF CU
80
Very Walkable
TRANSIT SCORE
54
Good Transit
MAP OF WACO ST @ ELLISON STREET CHARLOTTE, NC 28204
Midtown Park
... 4
BIKE SCORE
70
Very Bikeable
Cherry Park
f�?1 Pleasant Hill c�
Baptist Church A
0 c;
��cPyt whys
as
weevNy
map data b2019
I he LoopNet service and information provided therein, while believed to be accurate, cre provided "as is" LoopNet disclaims om
and all representotions, wo,ronties, or guarantees of any kind
https://www.ioopnet.comll.istinglWaco-St-Ellison-Street-Charlotte-NC1147577551Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-E1F7-4850-AF8B-44DF8501E045
Waco St @ Ellison Street Charlotte, NC 28204 Page I of 3
1
1.,a LoopNet
® Monte Ritchey ills
[phone] Ext.54 "—
LEGACY
Waco St @ Ellison Street $97/5,000
Charlotte, NC 28204.0.60 AC - Land For Sale
0A
ELM-
t.
https://www.loopnct.com/l.isting/Waco-St-Ellison-Street-Charlotte-NC/I4757755/Print 12/10/2019

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-t4DF8501E045
Waco St w I ,llison',trot Charlotic. N(' 28204
Page 2 of 3
ABOUT WACO ST @ ELLISON STREET, CHARLOTTE, NC 28204
Price
Sale Type
No. Lots
Property Type
Property Sub -type
Usting ID: 1 : %-,, /� 4
1 LOT AVAILABLE
Lot 1-4
$9/5,000
Total Lot Size
0.60 AC
Investment
Zoning Description
UR2-CD
1
APN / Parcel ID
125-243-61
Land
Cross Streets
Ellison Street
Residential
Date Grected. 1/1/2019 Lost Updated: 12r4/2019
Price $975,000 Lot Size 0.60 AC
Land entitled for 4 lots. Each backs up to a creek and fronts a private dead end drive. Plan @
www.rezoning.org. Petition f/ 2018-78. Contact Broker/Owner wth ?s.
DESCRIPTION
Rare Opportunity to buy 4 lots in white hot in town Charlotte neighborhood, Cherry!! Negotiate now
before Owner commits additional cash to improving the site.
HIGHLIGHTS
incredibly compact urban lifestyle
Walk to work, groceries, services, parks and more. Walk
score of 84. "Very walkable" "Get to most services on
foot"
Rear yard feels like a National Pork. Hord to believe you
are one mile from the center of one of the notion's best
cities.
Highly Sought after public schools
htths:%!w�w.loopnet.cotn/Listing/Waco-St-I.Ilison-Street-('harlotte-N('/14757755/1'rint 12/10/2019

DocuSign Envelope ID: A07D8D4B-ElF7-4650-AF8B-44DF8501E045
41 aces St 'a 1 .111son ~tree( Charlotte, NC; 28204 Page 3 of 3
SALE NOTES
NOTE. ATTACI IED PLANS REFI FCTS 51 OTS. FOR SAI E ARE 1 OTS 1,2,3 AND 4 ON THE Pi AN.
This land is on a creek near Charlotte's tittle Sugar Creek Greenwoy In the Cherry Community near Myers Pork. 1 ots are nearly
impossible to find this close to uptown. Homeowners can look forward to Charlotte's best public schools, Eastover, Alexander
Graham and Myers Park The Land and entitlements support 4 SF homes Impossibly beautiful land and moments from uptown,
Novant, Atrium, Metropolitan and more!!! Rear yards abutting creek bock up to heavily wooded rear yards of Henley Place homes
where lots are nearly 500' deep. Very private New homes for $830,000 plus in Cherry. More than 80 new homes have been built in
Cherry ove- the past 5 years by a half dozen builders These will be snapped up fast.
AIRPORT
Charlotte Douglas International Airport 19 min drive 8.7 mi
WAL< SCORE
80
Very Walkable
TRANSIT SCORE
54
Good Transit
MAP OF WACO ST @ ELLISON STREET CHARLOTTE, NC 28204
Midtown Park
v
e G�
C
`�rPa Y
o`er
�e
F�
y�
�l
0
Google
BIKE SCORE
70
Very Bikeable
Chcirry Park
Pleasant Hill
Baptist Church
v
kD
a,3eev%s0
map date 0"19
The LoopNet service and informotior provided therein, while believed tc be accurate, ore p•ovided "as is" LoopNet disclaims or,.,.
and all representations, warranties, or yuaruntees of any kind
https://www.loopnct.com/Listing/Waco-St-Ellison-Street-Charlotte-NC/14757755/Print 12/10/2019

CERTIFIED MAIL RECEIPTS

DocuSign Envelope ID: A07D8D4B-E1F7-4650-AF8B-44DF8501E045
CERTIFIED MAIL RECEIPTS AND DELIVERY TRACKING
INFORMATION

Docu.;
■LECYaa0
Certificate Of Completion
Envelope Id: A07D8D4BElF74650AF8B44DF8501EO45
Status: Completed
Subject: Please DocuSign: 89923 Charlotte Water Permit BINDER - Final for sigs 22Sep2020.pdf,
89923 Char...
Source Envelope:
Document Pages: 116 Signatures: 2
Envelope Originator:
Certificate Pages: 1 Initials: 0
Joe Corporon
AutoNav: Enabled
217 W. Jones Street
Envelopeld Stamping: Enabled
Raleigh, NC 27699
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
[e-mail]
IP Address: 173.95.133.225
Record Tracking
Status: Original
Holder: Joe Corporon
Location: DocuSign
9/22/2020 9:06:17 AM
[e-mail]
Signer Events
Signature
Timestamp
John Hennessy
-d by:
�
Sent: 9/22/2020 9:09:25 [e-mail]
E03m28u,.E,,,4A1
Viewed: 9/25/2020 12:52:19 PM
DWR
8
Signed: 9/25/2020 12:59:47 PM
DEO
Freeform Signing
Security Level: Email, Account Authentication
Signature Adoption: Uploaded Signature Image
(None)
Using IP Address: 71.70.151.223
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
In Person Signer Events
Signature
Timestamp
Editor Delivery Events
Status
Timestamp
Agent Delivery Events
Status
Timestamp
Intermediary Delivery Events
Status
Timestamp
Certified Delivery Events
Status
Timestamp
Carbon Copy Events
Status
Timestamp
Witness Events
Signature
Timestamp
Notary Events
Signature
Timestamp
Envelope Summary Events
Status
Timestamps
Envelope Sent
Hashed/Encrypted
9/22/2020 9:09:25 AM
Certified Delivered
Security Checked
9/25/2020 12:52:19 PM
Signing Complete
Security Checked
9/25/2020 12:59:47 PM
Completed
Security Checked
9/25/2020 12:59:47 PM
Payment Events
Status
Timestamps