NC0089923_Fact Sheet_20200803

Fact Sheet
Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
Page 1 of 1

NCDEQ / DWR / NPDES
FACT SHEET - NEW NPDES PERMIT DEVELOPMENT
NPDES Permit NC0089923

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 Mecklenburg
Facility Status NEW Regional Office MRO
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 [2018]: DO; Fecal
Coliform; Turbidity;
copper
Average Flow (cfs) ~ State Grid G15NE
IWC (%) 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.
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Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
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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., 23Jul2020) 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
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Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
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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/l
(Dissolved)
Chronic FW, µg/l
(Dissolved)
Acute SW, µg/l
(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 Calculation 90 81

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Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
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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/l 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, µg/l
Cadmium, Acute WER*{1.136672-[ln hardness](0.041838)} ∙ e^{0.9151 [ln hardness]-3.1485}
Cadmium, Acute Trout waters WER*{1.136672-[ln hardness](0.041838)} ∙ e^{0.9151[ln hardness]-3.6236}
Cadmium, Chronic WER*{1.101672-[ln hardness](0.041838)} ∙ e^{0.7998[ln hardness]-4.4451}
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[ln hardness]-1.700}
Copper, Chronic WER*0.960 ∙ e^{0.8545[ln hardness]-1.702}
Lead, Acute WER*{1.46203-[ln hardness](0.145712)} ∙ e^{1.273[ln hardness]-1.460}
Lead, Chronic WER*{1.46203-[ln hardness](0.145712)} ∙ e^{1.273[ln 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[ln 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.
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Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
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RPA Permitting Guidance/WQBELs 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.

1. To perform a RPA on the Freshwater hardness-dependent metals the Permit Writer
compiles the following information:
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet automatically
calculates the 1Q10 using the formula 1Q10 = 0.843 (s7Q10, cfs) 0.993
• Effluent hardness and upstream hardness, site-specific data is preferred
• Permitted flow
• Receiving stream classification

2. In order to establish the numeric standard for each hardness-dependent metal of concern
and for each individual discharge, the Permit Writer must first determine what effluent and
instream (upstream) hardness values to use in the equations.

The permit writer reviews DMR’s, Effluent Pollutant Scans, and Toxicity Test results for
any hardness data and contacts the Permittee to see if any additional data is available for
instream hardness values, upstream of the discharge.

If no hardness data is available, the permit writer may choose to do an initial evaluation
using a default hardness of 25 mg/L (CaCO3 or (Ca + Mg)). Minimum and maximum
limits on the hardness value used for water quality calculations are 25 mg/L and 400 mg/L,
respectively.

If the use of a default hardness value results in a hardness-dependent metal showing
reasonable potential, the permit writer contacts the Permittee and requests 5 site-specific
effluent and upstream hardness samples over a period of one week. The RPA is rerun using
the new data.

The overall hardness value used in the water quality calculations is calculated as follows:
Combined Hardness (chronic) =
(Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7Q10, cfs *Avg. Upstream Hardness, mg/L)
(Permitted Flow, cfs + s7Q10, cfs)

The Combined Hardness for acute is the same but the calculation uses the 1Q10 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.

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Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
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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 = (s7Q10 + Qw) (Cwqs) – (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 s7Q10)
s7Q10 = 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 s7Q10 may be incorporated as applicable:
1Q10 = 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

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/l], 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.

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Charlotte Water – Sewer Extension - NEW NPDES Permit NC0089923
Page 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:

Parameter Value Comments (Data Source)
Average Effluent Hardness (mg/L)
[Total as, CaCO3 or (Ca + Mg)]
Average Upstream Hardness
(mg/L)
[Total as, CaCO3 or (Ca + Mg)]

7Q10 summer (cfs)
1Q10 (cfs)
Permitted Flow (MGD) 0.450 MGD Outfall 001 (per permit)

______________________________________________________________
Joe R. Corporon, P.G., NPDES Unit. 03Aug2020

Charlotte Water - Sewer Extension
GW-REM Baxter and McDowell Streets
North
State Grid/Quad: G15 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 NPDES Permit NC0089923
Mecklenburg County
Facility
Location
not to scale
Little Sugar Creek
(flows south)
Approximate Project
Rights of Way
GW Treatment System
(mobile)
I – 277
US HWY 74
Proposed Discharge Line
(mobile) to variable UT storm sewers
(flows SE)
UT to Little Sugar Creek
(flows south)
yf
A
ROY COOPER
Governor
MICHAEL S.REGAN Vtl
n
Secretory
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
March 19, 2020
William Deal
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216-3371
Subject: NPDES Application
Application No. NCOO89923
Charlotte Water
Mecklenburg County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 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:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
DE North Carorsna Department of vir Qlit I sources
Mooresv Regonar Office 1610En EasonmentalCenter Avenueuay ,SurteD?vsbn301of I
Water
Mooresv
Resources
North Caronna 28115
704- 663-1699
NPDES PERMIT APPLICATION - SHORT FORM C - GW
For 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 NCO() 2 3
If you are completing this form in computer use the TAB 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, JPorpleaseprinttype.
1. Contact Information:
Owner Name Charlotte Water
Facility Name Charlotte Water
Mailing Address 5100 Brookshire Boulevard
City Charlotte
State / Zip Code NC 28216
Telephone Number 980)722-0786
Fax Number
e-mail Address [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 firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name Sanders Utility
Mailing Address 6801 Brookshire Blvd
City Charlotte
State / Zip Code NC 28216
Telephone Number 704)399-5600
Fax Number
4. Ownership Status:
Federal State Private Public El
Page 1 of 3 C-GW 03/05
NPDES PERMIT APPLICATION SHORT FORM C GW
For discharges associated with groundwater treatment facilities.
5. Products recovered:
Gasoline Diesel fuel Solvents /1 Other
6. Number of separate discharge points: 1
Outfall 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 MOD
9. Name of receiving stream(s) (Provide a map showing the 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)
Yes No
12. Additional Information
All applicants (including renewals):
A USGS topographical map (or copy of the relevant portion) which shows all outfalls
D A summary of the most recent analytical results (effluent data, if available) containing the
maximum values for each chemical detected
NEW Applicants only:
D Engineering Alternative Analysis
D Description of remediation treatment system components, capacities, and removal efficiency
for detected compounds.
D If the treatment system will discharge to a storm sewer, written approval from the
municipality responsible for the sewer.
D 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)
D 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.
D For sites contaminated with solvents or other contaminants - EPA Method 624/ 625
analysis should be performed.
Page 2 of 3 C-OW 03/05
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 anti that to the
best of my knowledge and belief such information is true, complete, and accurate.
William Deal Senior Project Manager
Printed name of Person Signing Title
G .o e 2 2 Q /Z0 Z O
Signature of Applicant D tel pp
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 be 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 C-GW 03/05
i%/:/_i
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]
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 are 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 & Environmental Consultants. Inc.
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
mL and a turbidity limit of less than of 50 NTU. There is also a TMDL 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 1 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 will 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 PROJECTION
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 2H.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 Treatment 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 & Environmental Consultants. Inc.
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 phone at 980-260-2130 or
email at [e-mail].
00,31m211114
Sincerely, c C .P0, 4
QQtp 03ece.,1/,t,
CIVIL&ENVIRONMENTAL CONSULTANTS, INC. ; p
f i58:2
t =
3/9/2020
Clinton Ingram,P.E. Bruce D.Reilly,P.E.
Project Consultant Senior Project Manager
Enclosures: CAPEX and OPEX 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
Civil & Environmental Consultants, Inc.
CAPEX AND OPEX FOR EVALUATED ALTERNATIVES
Baxter Street Sewer System Improvement- Groundwater Disposal Alternative Evaluation _
Table 1 -EAA Cost Analysis
Connection to
Closed LoopPrivateInfiltration Surface Water
Engineering Alternative
Wastewater
Land Application
Galleries
Remediation
Discharge
Treatment Plant
Wells
Capital Land Costs 70,000,000 $ 30,000,000 $ 10,000, 000 $
Cost Construction/Equipment $ 25,000 $ 110,000 $ 30,000 $ 125,000 $ 75,000
CAPEX) Costs
Labor Costs I $ 20,000 $ 80,000 $ 20,000 $ 35,000 I $ 20,000
Desn Costs 25,000 $ 50,000 $ 50,000 $ 50,000 I $ 25,000
Total CAPEX 70,000 $ 70,240,000 $ 30,100,000 $ 10,210,000 $120,000
Operating O&M Costs 10,000 $ 10,000 $ 10,000 $ 10,000 $ 25,000
Costs Lab Costs 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000
OPEC Operator Costs 50,000 $ 50,000 $ 50,000 $ 50,000 $ 80,000
GW/Residual Disposal $6,480,000 $ 180,000 $ 180,000 $ 180,000 $ 50,000
Costs
Connection Fees
Permit Fees 5,000 $ 5,000 $5,000 $ 5,000
Utility Costs 5,000 $ 5,000 $ 5,000 $ 7,500
Total Monthly OPEX 1,098,333 $ 50,000 $ 50,000 $ 50,000 $ 36,250
Present Value(r=3%,n=6 mo.) = $6,603,000 $ 70,537,000 $ 30,397,000 $ 10,507,000 $336, 000
PROPOSED SITE PLAN
11#11 LEGENDZii).\ti'J1*t MW-1 MONITORING WELL LOCATION
e(NORTH2`
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7,MW-5DDOCATIONEEP NITORING WELL
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LOCATION
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PROPOSED
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CHARLOTTE MECKLENBURG UTILITIES PLANT
3
6-,,, REFERENCEtir //7 CITY OF CHARLOTTE
1 1. U.S.G.S. 7.5' TOPOGRAPHIC MAP, CHARLOTTE EAST Civil & Environmental Consultants, Inc.MECKLENBURG COUNTY, NORTH CAROLINA
QUADRANGLE, NC DATED: 2019.
tn 3701 Arco Corporate Drive-Suite 400-Charlotte,NC 28273
m 2. WELL DATA TAKEN FROM GROUNDWATER MONITORING REPORT Ph:980.237.0373•Fax:[phone]
VICINITY MAP
FOR FORMER DOMESTIC LAUNDRY DSCA SITE. ID No. 60-0012 SCALE IN FEET www.cecinc.com
o PREPARED BY URS, DATED 10/27/2014. WELLS P-2R AND DRAWN BY: PAB CHECKED BY: DRAFT APPROVED BY:
aDRAFT
FIGURE NO.:
IN_ MW-12 WERE NOT OBSERVED BY CEC IN 10/2018. 0 300 600 DATE: DEC2019 DWG SCALE: 1"=300' PROJECT NO: 181-313 1
PROPOSED GW TREATMENT SYSTEM PROCESS FLOW DIAGRAM
SYSTEM NOTES
Influent from Site Operation ae9el w,
1 Alt pipe to be 2"diameter Schedule BD PVC(Discharge to be 4"diameter)
Provided by OthersmbN r
co
2 Use Clear PVC in select areas for flow sight
11 3 Hose connections to be Kanaflex with AL barbs and SS banding clampsIInl'ne Alan, IL
t 4 Bulk Head Fittings to be PVC with EPDM Seals
I
5 All Valves to have EPDM Seals
1 P^x 1 1,100 Gal Poly
CO2 Cylinder and flowmeter
6 CO2 Hose to be 1/2"PVC Nylon-Braided
Y Surge Tank
assembly to be located
outside of trailer
High Level Alarm-32" O
in separate shed. -
Pump 2 On-24",Off 10" - _
1 ICIJ
Pump 1 On-18",Off 6" -_ : A
1 J
CI( ION • IO0 101 1
i w III
CI(
Recut 3
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0 0 OPr
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1/PG, 4"PVC pipe
f yy to discharge point
J
M City Stormwater)
ump
t
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2d
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f
Y I PS ParticleFilter
1
Part/ iFilter
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T
Carbon
G GC CarbonPump2
Vessel Vessel
1 2
Symbol Legend
Aluminum Hose Quick
Connect O High Level Alarm Float SwitchI
PVC Bulk Head Fitting j Pump On/Off Float Switch
IV-NI 2"Kanaflex Hose Section CD Flow Switch PS !'' PS /''
1
NPVC Ball Check Valve pG 0-60 PSI Pressure Gauge
01 PVC Tru-Union Bag Valve PS Differential Pressure Switch HERIC SOLUTIONS. LLc
101 ::::::::pH pH sensor
a a Particle
O e O O Indian Trail,NC z8o79
Carbon
Flow Control Valve fir
F ter PS Vessel pg
980-721-2841
Pump 1&2 Recirc Pump
1&#2
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1
DOI PVC Sample/Labcock Valve O Flow Magmeter/Totaliizer 50 GPM Mobile Treatment Unit
I-1 Flowmeter(See Type) -0,. Flow Direction Pump 1/Pump 2, Recirc Pump Particle Filters Pressure Switch • pH Sensor Carbon Vessel Flow Switch Flowmeter/Totalizer P&ID
Q- PVC Pipe Sae Reducer --III— PVC Union Goulds Pump Finish Thompson
Filter Specialists Inc Dwyer Signet 3-2724
ct
Envko-Equipment Signet 3-2551-PO-12
Model FSPN0800 Model DXW-11-153-1 In-Line Flat pH Electrode LPCV4 P510g0 Magmeter Flow Sensor
Signet 3 2551-PO-11 Design Maximum Flow Rate-50 GPM
Model-
Ph
B4 Model DB10P-M218 Digital 316L55
Paint CS,32"DL Body Brass Fitted Signet 3-2750-2 Steel Vessel 4-20 mA
3Hp,1-Ph, 1Hp,1-Ph,120V Magmeter Flow meter
PVC Anti-Siphon Valve S I Solenoid Valve B"Impeller220V 3.75"Impeller
3-Bolt Cover Flouroelastomer Wetted Pans Junction w/Easy-Cal Virgin Coconut Carbon MPV8T0201nsert Tee
to 8900 Controller/Display Updated November 24,2019 by ECDEPDMSealsNEMA4X,1/4"NPT Fitted to 8900 Controller/Disp 12x40 Mesh to 8900 Controller/Disp
L
MARCH 2019 ANALYTICAL DATA
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 178aceAnalyticalHuntersville,NC 28078
www.pacelabs.com 704)875-9092
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:
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]
704)875-9092
Project Manager
Enclosures
pC i
S REPORT OF LABORATORY ANALYSISill0 \ This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,LLC. Page 1 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
wwwpaceiabs.com 704) 875-9092
CERTIFICATIONS
Project: Baxter St Assessment
Pace Project No.: 92421696
Charlotte Certification!Ds
9800 Kincey Ave.Ste 100,Huntersville,NC 28078 South Carolina Certification#:99006001
Louisiana/NELAP Certification#LA170028 Florida/NELAP Certification#:E87627
North Carolina Drinking Water Certification#:37706 Kentucky UST Certification#:84
North Carolina Field Services Certification#:5342 VirginiaNELAP Certification#:460221
North Carolina Wastewater Certification#: 12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,LLC. Page 2 of 38
Pace Analytical Services,LLC
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aceAnalytical Huntersville,NC 28078
www.pacelabs.com 704)875-9092
SAMPLE ANALYTE COUNT
Project: Baxter St Assessment
Pace Project No.: 92421696
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92421696001 MW-35 EPA 8260D NSCQ 63 PASI-C
92421696002 MW-45 EPA 8260D NSCQ 63 PASI-C
92421696003 MW-55 EPA 8260D GAW 63 PASI-C
92421696004 MW-6 EPA 8260D NSCQ 63 PASI-C
92421696005 MW-7 EPA 8260D NSCQ 63 PASI-C
92421696006 MW-8S EPA 8260D NSCQ 63 PASI-C
92421696007 TMW-2 EPA8260D NSCQ 63 PASI-C
92421696008 TMW-3 EPA 8260D GAW 63 PASI-C
92421696009 TMW-17 EPA8260D NSCQ 63 PASI-C
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,LLC. Page 3 of 38
Pace Analytical Services,LLC
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ace Analytical Huntersville,NC 28078
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SUMMARY OF DETECTION
Project: Baxter St Assessment
Pace Project No.: 92421696
Lab Sample ID Client Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
92421696001 MW-35
EPA 8260D cis-1,2-Dichloroethene 2.7 ug/L 1.0 03/ 20/19 07:22
EPA 8260D Tetrachloroethene 28.8 ug/L 1.0 03/ 20/19 07:22
92421696002 MW-45
EPA 8260D Tetrachloroethene 1.2 ug/L 1.0 03/ 20/19 07:40
92421696003 MW-55
EPA 8260D Benzene 37.1 ug/L 5. 0 03/ 25/19 12:45
EPA 8260D Ethylbenzene 789 ug/L 5. 0 03/25/19 12:45
EPA 8260D Naphthalene 401 ug/L 5. 0 03/ 25/19 12:45 M1
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
EPA 8260D 1,2,3-Trichloropropane 8.5 ug/L 5. 0 03/25/19 12:45
EPA 8260D Xylene(Total) 1430 ug/L 5. 0 03/25/19 12:45
EPA 8260D m&p-Xylene 887 ug/L 10.0 03/25/19 12:45
EPA 8260D o-Xylene 543 ug/L 5. 0 03/25/19 12:45
92421696004 MW-6
EPA 8260D cis-1,2-Dichloroethene 19.0 ug/L 1.0 03/20/19 07:59
EPA 8260D Tetrachloroethene 28.5 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
EPA 8260D cis-1,2-Dichloroethene 2.9 ug/L 1.0 03/20/19 08:35
EPA 8260D Tetrachloroethene 93.9 ug/L 1.0 03/20/19 08:35
EPA 8260D Trichlorofluoromethane 1.4 ug/L 1.0 03/20/19 08: 35
92421696009 TMW-17
EPA 8260D Acetone 94.4 ug/L 25.0 03/20/19 09:12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,LLC. Page 4 of 38
Pace Analytical Services,LLC
8 9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
wvw.pacefaba.com 704)875-9092
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
Acetone ND ug/L 25.0 1 03/20/19 07:22 67- 64-1
Benzene ND ug/L 1.0 1 03/20/19 07:22 71-43-2
Bromobenzene ND ug/L 1.0 1 03/20/19 07:22 108-86-1 M1
Bromochloromethane ND ug/L 1.0 1 03/20/19 07:22 74- 97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 07:22 75- 27-4
Bromoform ND ug/L 1.0 1 03/20/19 07:22 75- 25-2
Bromomethane ND ug/L 2. 0 1 03/20/19 07:22 74-83-9 v3
2-Butanone(MEK) ND ug/L 5.0 1 03/20/19 07:22 78-93-3
Carbon tetrachloride ND ug/L 1.0 1 03/20/19 07:22 56- 23-5
Chlorobenzene ND ug/L 1.0 1 03/20/19 07:22 108-90-7
Chloroethane ND ug/L 1.0 1 03/20/19 07:22 75-00-3
Chloroform ND ug/L 5. 0 1 03/20/19 07:22 67- 66-3 M1
Chloromethane ND ug/L 1.0 1 03/20/19 07:22 74-87-3 v3
2-Chlorotoluene ND ug/L 1.0 1 03/20/19 07:22 95- 49-8 M1
4-Chlorotoluene ND ug/L 1.0 1 03/20/19 07:22 106-43-4 M1
1,2-Dibromo-3-chloropropane ND ug/L 5.0 1 03/20/19 07:22 96-12-8 M1
Dibromochloromethane ND ug/L 1.0 1 03/20/19 07:22 124-48-1 M1
1,2-Dibromoethane(EDB) ND ug/L 1.0 1 03/20/19 07:22 106-93-4 M1
Dibromomethane ND ug/L 1.0 1 03/20/19 07:22 74-95-3
1,2-Dichlorobenzene ND ug/L 1.0 1 03/20/19 07:22 95-50-1 M1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/20/19 07:22 541-73-1 M1
1,4-Dichlorobenzene ND ug/L 1.0 1 03/20/19 07:22 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/20/19 07:22 75-71-8 v3
1,1-Dichloroethane ND ug/L 1.0 1 03/20/19 07:22 75-34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/20/19 07:22 107-06-2 M1
1,1-Dichloroethene ND ug/L 1.0 1 03/20/19 07:22 75-35-4
cis-1,2-Dichloroethene 2. 7 ug/L 1.0 1 03/20/19 07:22 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 07: 22 156-60-5
1,2-Dichloropropane ND ug/L 1.0 1 03/20/19 07: 22 78-87-5
1,3-Dichloropropane ND ug/L 1.0 1 03/20/19 07:22 142-28-9 M1
2,2-Dichloropropane ND ug/L 1.0 1 03/20/19 07: 22 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/20/19 07:22 563-58-6 M1
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/ 20/19 07:22 10061-01-5 M1
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 07:22 10061-02-6 M1
Diisopropyl ether ND ug/L 1.0 1 03/20/19 07:22 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 07:22 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 07:22 87- 68-3
2-Hexanone ND ug/L 5.0 1 03/20/19 07:22 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/20/19 07:22 99- 87-6
Methylene Chloride ND ug/L 5.0 1 03/20/19 07:22 75- 09-2
4-Methyl-2-pentanone(MIBK) ND ug/L 5. 0 1 03/20/19 07:22 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/20/19 07:22 1634-04-4
Naphthalene ND ug/L 1.0 1 03/20/19 07:22 91-20-3
Styrene ND ug/L 1.0 1 03/20/19 07:22 100-42-5 M1
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 07:22 630-20-6 M1
1,1,2, 2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 07:22 79-34-5 M1
Tetrachloroethene 28.8 ug/L 1.0 1 03/20/19 07:22 127-18-4
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,LLC. Page 5 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
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11
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 1.0 1 03/20/19 07: 22 108-88-3
1,2,3-Trichlorobenzene ND ug/L 1.0 1 03/20/19 07: 22 87-61-6 M1
1,2,4-Trichlorobenzene ND ug/L 1.0 1 03/20/19 07:22 120-82-1 M1
1,1,1-Trichloroethane ND ug/L 1.0 1 03/20/19 07:22 71-55- 6 M1
1,1,2-Trichloroethane ND ug/L 1.0 1 03/20/19 07:22 79-00-5 M1
Trichloroethene ND ug/L 1.0 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 03/20/19 07:22 96-18-4 M1
Vinyl acetate ND ug/L 2.0 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 1.0 1 03/20/19 07: 22 1330-20-7
m&p-Xylene ND ug/L 2.0 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 70-130 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,LLC. Page 6 of 38
Pace Services,LLC
aceAnalytical®
9800AnalyticalKincey Ave. Suite 100
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ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: MW-45 Lab ID: 92421696002 Collected: 03/16/ 19 11:25 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
Acetone ND ug/L 25.0 1 03/20/19 07:40 67- 64-1
Benzene ND ug/L 1.0 1 03/20/19 07:40 71-43-2
Bromobenzene ND ug/L 1.0 1 03/20/19 07:40 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/20/19 07:40 74-97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 07:40 75- 27-4
Bromoform ND ug/L 1.0 1 03/20/19 07:40 75-25-2
Bromomethane ND ug/L 2.0 1 03/20/19 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 ug/L 1.0 1 03/20/19 07:40 56-23-5
Chlorobenzene ND ug/L 1.0 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 1.0 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-Dibromo-3-chloropropane ND ug/L 5.0 1 03/20/19 07:40 96-12-8
Dibromochloromethane ND ug/L 1.0 1 03/20/19 07: 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 03/20/19 07: 40 95-50-1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/20/19 07:40 541-73-1
1,4-Dichlorobenzene 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 03/20/19 07:40 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 1.0 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 1.0 1 03/20/19 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 1.0 1 03/20/19 07:40 142-28-9
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 03/20/19 07:40 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 07:40 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 07:40 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/20/19 07:40 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 07:40 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 07:40 87- 68-3
2-Hexanone ND ug/L 5. 0 1 03/20/19 07:40 591-78-6
p-lsopropyltoluene 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 1.0 1 03/20/19 07:40 1634-04-4
Naphthalene ND ug/L 1.0 1 03/20/19 07:40 91-20-3
Styrene ND ug/L 1.0 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 1.0 1 03/20/19 07:40 79-34-5
Tetrachloroethene 1.2 ug/L 1.0 1 03/ 20/19 07:40 127-18-4
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 7 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
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ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: MW-45 Lab ID: 92421696002 Collected: 03/16/ 19 11:25 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 07:40 108-88-3
1,2, 3-Trichlorobenzene ND ug/L 1.0 1 03/ 20/19 07:40 87-61-6
1,2,4-Trichlorobenzene ND ug/L 1.0 1 03/ 20/19 07:40 120-82-1
1,1,1-Trichloroethane ND ug/L 1.0 1 03/ 20/19 07:40 71-55-6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/ 20/19 07:40 79-00-5
Trichloroethene ND ug/L 1.0 1 03/ 20/19 07:40 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 03/20/19 07:40 75-69-4
1,2, 3-Trichloropropane ND ug/L 1.0 1 03/ 20/19 07:40 96-18-4
Vinyl acetate ND ug/L 2.0 1 03/ 20/19 07:40 108-05-4
Vinyl chloride ND ug/L 1.0 1 03/ 20/19 07:40 75-01-4
Xylene(Total) ND ug/L 1.0 1 03/ 20/19 07:40 1330-20-7
m&p-Xylene ND ug/L 2.0 1 03/ 20/19 07:40 179601-23-1
o-Xylene ND 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
REPORT OF LABORATORY ANALYSIS
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Date:03/ 25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 8 of 38
Pace Analytical Services,LLC
aceAnaI ical 9800 Kincey Ave Suite 100
Huntersville,NC 28078
www.pacelabscom 704)875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: MW-55 Lab ID: 92421696003 Collected: 03/16/19 10:30 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
Acetone ND ug/L 125 5 03/25/19 12:45 67-64-1 M1,R1
Benzene 37.1 ug/L 5.0 5 03/25/19 12:45 71-43-2
Bromobenzene ND ug/L 5.0 5 03/25/19 12:45 108-86-1
Bromochloromethane ND ug/L 5.0 5 03/25/19 12:45 74-97-5
Bromodichloromethane ND ug/L 5.0 5 03/25/19 12:45 75-27-4
Bromoform ND ug/L 5.0 5 03/25/19 12:45 75-25-2
Bromomethane ND ug/L 10.0 5 03/25/19 12:45 74-83-9
2-Butanone(MEK) ND ug/L 25.0 5 03/25/19 12:45 78-93-3
Carbon tetrachloride ND ug/L 5.0 5 03/25/19 12:45 56-23-5
Chlorobenzene ND ug/L 5.0 5 03/25/19 12:45 108-90-7
Chloroethane ND ug/L 5.0 5 03/25/19 12:45 75-00-3
Chloroform ND ug/L 25.0 5 03/25/19 12:45 67-66-3
Chloromethane ND ug/L 5.0 5 03/25/19 12:45 74-87-3
2-Chlorotoluene ND ug/L 5.0 5 03/25/19 12:45 95-49-8 M1
4-Chlorotoluene ND ug/L 5.0 5 03/25/19 12:45 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 25.0 5 03/25/19 12:45 96-12-8
Dibromochloromethane ND ug/L 5.0 5 03/ 25/19 12:45 124-48-1
1,2-Dibromoethane(EDB) ND ug/L 5.0 5 03/ 25/19 12:45 106-93-4
Dibromomethane ND ug/L 5.0 5 03/ 25/19 12:45 74-95-3
1,2-Dichlorobenzene ND ug/L 5.0 5 03/25/ 19 12:45 95-50-1
1,3-Dichlorobenzene ND ug/L 5.0 5 03/ 25/19 12:45 541-73-1
1,4-Dichlorobenzene ND ug/L 5.0 5 03/ 25/ 19 12:45 106-46-7
Dichlorodifluoromethane ND ug/L 5.0 5 03/ 25/19 12:45 75-71-8
1,1-Dichloroethane ND ug/L 5.0 5 03/ 25/19 12:45 75-34-3
1,2-Dichloroethane ND ug/L 5.0 5 03/25/19 12:45 107-06-2
1,1-Dichloroethene ND ug/L 5.0 5 03/ 25/19 12:45 75-35-4
cis-1,2-Dichloroethene ND ug/L 5.0 5 03/ 25/19 12:45 156-59-2
trans-1,2-Dichloroethene ND ug/L 5.0 5 03/ 25/19 12:45 156-60-5
1,2-Dichloropropane ND ug/L 5.0 5 03/ 25/19 12:45 78-87-5
1,3-Dichloropropane ND ug/L 5.0 5 03/ 25/19 12:45 142-28-9
2,2-Dichloropropane ND ug/L 5.0 5 03/ 25/19 12:45 594-20-7
1,1-Dichloropropene ND ug/L 5.0 5 03/ 25/19 12:45 563-58-6
cis-1,3-Dichloropropene ND ug/L 5.0 5 03/25/19 12:45 10061-01- 5
trans-1,3-Dichloropropene ND ug/L 5.0 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/L 5.0 5 03/25/19 12:45 100-41-4
Hexachloro-1,3-butadiene ND ug/L 5.0 5 03/25/19 12:45 87-68-3
2-Hexanone ND ug/L 25.0 5 03/25/19 12:45 591-78-6
p-Isopropyltoluene ND ug/L 5.0 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(MIBK) ND ug/L 25.0 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 03/25/19 12:45 91-20-3 M1
Styrene 7. 0 ug/L 5.0 5 03/25/19 12:45 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 5.0 5 03/25/19 12:45 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 5.0 5 03/25/19 12:45 79-34-5
Tetrachloroethene ND ug/L 5.0 5 03/25/19 12:45 127-18-4
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 9 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 178
aceAnalytical Huntersville,NC 28078
www.pecelabs.com 704)875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: MW-55 Lab ID: 92421696003 Collected: 03/16/19 10:30 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 ug/L 5.0 5 03/25/19 12:45 87-61-6
1,2,4-Trichlorobenzene ND ug/L 5.0 5 03/25/19 12:45 120-82-1
1,1,1-Trichloroethane ND ug/L 5.0 5 03/25/19 12:45 71-55-6
1,1,2-Trichloroethane ND ug/L 5.0 5 03/25/19 12:45 79-00-5
Trichloroethene ND ug/L 5. 0 5 03/25/19 12:45 79-01-6
Trichlorofluoromethane ND ug/L 5. 0 5 03/25/19 12:45 75-69-4
1,2,3-Trichloropropane 8.5 ug/L 5. 0 5 03/25/19 12:45 96-18-4
Vinyl acetate ND ug/L 10.0 5 03/25/19 12:45 108-05-4
Vinyl chloride ND ug/L 5.0 5 03/25/19 12:45 75-01-4
Xylene(Total) 1430 ug/L 5. 0 5 03/25/19 12:45 1330-20-7
m&p-Xylene 887 ug/L 10.0 5 03/25/19 12:45 179601-23-1
o-Xylene 543 ug/L 5. 0 5 03/25/19 12:45 95-47-6
Surrogates
4-Bromofluorobenzene(S) 98 70-130 5 03/25/19 12:45 460-00-4
1,2-Dichloroethane-d4(S) 97 70-130 5 03/25/19 12:45 17060-07-0
Toluene-d8(S) 99 70-130 5 03/25/19 12:45 2037-26-5
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 10 of 38
1
Pace Analytical Services,LLC
aceAnalytii`ial® 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
www.pacelebs.com 704)875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
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 DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method:EPA 8260D
Acetone ND ug/L 25.0 1 03/20/19 07:59 67- 64-1
Benzene ND ug/L 1.0 1 03/20/19 07:59 71-43-2
Bromobenzene ND ug/L 1.0 1 03/20/19 07:59 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/20/19 07:59 74- 97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 07:59 75- 27-4
Bromoform ND ug/L 1.0 1 03/20/19 07:59 75- 25-2
Bromomethane ND ug/L 2.0 1 03/20/19 07:59 74- 83-9 v3
2-Butanone(MEK) ND ug/L 5. 0 1 03/20/19 07:59 78-93-3
Carbon tetrachloride ND ug/L 1.0 1 03/20/19 07:59 56-23-5
Chlorobenzene ND ug/L 1.0 1 03/20/19 07:59 108-90-7
Chloroethane ND ug/L 1.0 1 03/20/19 07:59 75-00-3
Chloroform ND ug/L 5. 0 1 03/20/19 07:59 67- 66-3
Chloromethane ND ug/L 1.0 1 03/20/19 07:59 74-87-3 v3
2-Chlorotoluene ND ug/L 1.0 1 03/20/19 07:59 95-49-8
4-Chlorotoluene ND ug/L 1.0 1 03/20/19 07:59 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 5.0 1 03/20/19 07:59 96-12-8
Dibromochloromethane ND ug/L 1.0 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 1.0 1 03/20/19 07:59 74- 95-3
1,2-Dichlorobenzene ND ug/L 1.0 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 1.0 1 03/20/19 07:59 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/20/19 07: 59 75-71-8 v3
1,1-Dichloroethane ND ug/L 1.0 1 03/20/19 07: 59 75- 34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/20/19 07: 59 107-06-2
1,1-Dichloroethene ND ug/L 1.0 1 03/20/19 07:59 75-35- 4
cis-1,2-Dichloroethene 19.0 ug/L 1.0 1 03/20/19 07: 59 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 07:59 156-60-5
1,2-Dichloropropane ND ug/L 1.0 1 03/20/19 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 ND ug/L 1.0 1 03/20/19 07:59 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/20/19 07:59 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 07: 59 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 07: 59 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/20/19 07:59 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 07:59 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 07:59 87-68-3
2-Hexanone ND ug/L 5.0 1 03/20/19 07:59 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/20/19 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(MIBK) ND ug/L 5.0 1 03/20/19 07:59 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/20/19 07:59 1634-04-4
Naphthalene ND ug/L 1.0 1 03/20/19 07:59 91-20-3
Styrene ND ug/L 1.0 1 03/20/19 07:59 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 07:59 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 07:59 79-34-5
Tetrachloroethene 28.5 ug/L 1.0 1 03/20/19 07:59 127-18-4
REPORT OF LABORATORY ANALYSIS
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Date:03/ 25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 11 of 38
Pace Analytical Services,LLC
0 9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
xovw.pacelebs..com 704)875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
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 DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method:EPA 8260D
Toluene ND ug/L 1.0 1 03/20/19 07:59 108-88-3
1,2,3-Trichlorobenzene ND ug/L 1.0 1 03/20/19 07:59 87-61-6
1,2,4-Trichlorobenzene ND ug/L 1.0 1 03/20/19 07:59 120-82-1
1,1,1-Trichloroethane ND ug/L 1.0 1 03/20/19 07:59 71-55-6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/20/19 07:59 79-00-5
Trichloroethene 8.6 ug/L 1.0 1 03/20/19 07:59 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 03/20/19 07:59 75- 69-4
1,2,3-Trichloropropane ND ug/L 1.0 1 03/20/19 07:59 96-18-4
Vinyl acetate ND ug/L 2. 0 1 03/20/19 07:59 108-05-4
Vinyl chloride ND ug/L 1.0 1 03/20/19 07:59 75-01-4
Xylene(Total) ND ug/L 1.0 1 03/20/19 07:59 1330-20-7
m&p-Xylene ND ug/L 2.0 1 03/20/19 07:59 179601-23-1
o-Xylene ND ug/L 1.0 1 03/20/19 07:59 95- 47-6
1 Surrogates
4-Bromofluorobenzene(S) 103 70-130 1 03/20/19 07:59 460-00-4
1,2-Dichloroethane-d4(S) 90 70-130 1 03/20/19 07:59 17060-07-0
Toluene-d8(S) 105 70-130 1 03/20/19 07:59 2037-26-5
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 12 of 38
Pace Services,LLC
aceAnalytical®
9800AnalyticalKincey Ave. Suite 100
Huntersville,NC 28078
wewpacelabs com 704)875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
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. Qual
8260D MSV Low Level Analytical Method:EPA 8260D
Acetone ND ug/L 25.0 1 03/20/19 08:17 67-64-1
Benzene ND ug/L 1.0 1 03/20/19 08:17 71-43-2
Bromobenzene ND ug/L 1.0 1 03/20/19 08:17 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/20/19 08:17 74- 97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 08:17 75- 27-4
Bromoform ND ug/L 1.0 1 03/20/19 08:17 75- 25-2
Bromomethane ND ug/L 2.0 1 03/20/19 08:17 74-83-9 v3
2-Butanone(MEK) ND ug/L 5. 0 1 03/20/19 08:17 78- 93-3
Carbon tetrachloride ND ug/L 1.0 1 03/20/19 08:17 56- 23-5
Chlorobenzene ND ug/L 1.0 1 03/20/19 08:17 108-90-7
Chloroethane ND ug/L 1.0 1 03/20/19 08:17 75- 00-3
Chloroform ND ug/L 5.0 1 03/20/19 08:17 67- 66-3
Chloromethane ND ug/L 1.0 1 03/20/19 08:17 74-87-3 v3
2-Chlorotoluene ND ug/L 1.0 1 03/20/19 08:17 95-49-8
4-Chlorotoluene ND ug/L 1.0 1 03/20/19 08:17 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 5. 0 1 03/20/19 08:17 96-12-8
Dibromochloromethane ND ug/L 1.0 1 03/20/19 08:17 124-48-1
1,2-Dibromoethane(EDB) ND ug/L 1.0 1 03/20/19 08:17 106-93-4
Dibromomethane ND ug/L 1.0 1 03/20/19 08:17 74-95-3
1,2-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:17 95-50-1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:17 541-73-1
1,4-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:17 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/20/19 08:17 75-71-8 v3
1,1-Dichloroethane ND ug/L 1.0 1 03/20/19 08:17 75-34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/20/19 08:17 107- 06-2
1,1-Dichloroethene ND ug/L 1.0 1 03/20/19 08:17 75-35-4
cis-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 08:17 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 08:17 156-60-5
1,2-Dichloropropane ND ug/L 1.0 1 03/20/19 08:17 78-87-5
1,3-Dichloropropane ND ug/L 1.0 1 03/20/19 08:17 142-28-9
2,2-Dichloropropane ND ug/L 1.0 1 03/20/19 08:17 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/20/19 08:17 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 08:17 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 08:17 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/20/19 08:17 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 08:17 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 08:17 87-68-3
2-Hexanone ND ug/L 5. 0 1 03/20/19 08:17 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/20/19 08:17 99-87-6
Methylene Chloride ND ug/L 5.0 1 03/20/19 08:17 75-09-2
4-Methyl-2-pentanone(MIBK) ND ug/L 5. 0 1 03/20/19 08:17 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/ 20/19 08:17 1634-04-4
Naphthalene ND ug/L 1.0 1 03/20/19 08:17 91-20-3
Styrene ND ug/L 1.0 1 03/20/19 08:17 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 08:17 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 1.0 1 03/ 20/19 08:17 79-34-5
Tetrachloroethene ND ug/L 1.0 1 03/ 20/19 08:17 127-18-4
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 13 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
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ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
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. Qual
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 03/20/19 08:17 120- 82-1
1,1,1-Trichloroethane ND ug/L 1.0 1 03/20/19 08:17 71-55-6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/20/19 08:17 79-00-5
Trichloroethene 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- 69-4
1,2,3-Trichloropropane ND ug/L 1.0 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 03/20/19 08:17 75-01-4
Xylene(Total) ND ug/L 1.0 1 03/20/19 08:17 1330-20-7
m&p-Xylene ND ug/L 2.0 1 03/20/19 08:17 179601-23-1
o-Xylene ND ug/L 1.0 1 03/20/19 08:17 95-47-6
Surrogates
4-Bromofluorobenzene(S) 103 70- 130 1 03/20/19 08:17 460-00-4
1,2-Dichloroethane-d4(S) 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
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 14 of 38
aceAnalyticalPace
Analytical Services,LLC
0 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
wwN pecelebs corn 704)875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: MW-8S Lab ID: 92421696006 Collected: 03/16/ 19 14:48 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
Acetone ND ug/L 25.0 1 03/ 20/19 08: 35 67- 64-1
1 Benzene ND ug/L 1.0 1 03/ 20/19 08: 35 71-43-2
Bromobenzene ND ug/L 1.0 1 03/ 20/19 08: 35 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/ 20/19 08: 35 74-97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 08: 35 75-27-4
Bromoform ND ug/L 1.0 1 03/20/19 08: 35 75-25-2
Bromomethane ND ug/L 2.0 1 03/ 20/19 08: 35 74-83-9 v3
2-Butanone(MEK) ND ug/L 5.0 1 03/20/19 08: 35 78-93-3
Carbon tetrachloride ND ug/L 1.0 1 03/20/19 08: 35 56-23-5
i
Chlorobenzene ND ug/L 1.0 1 03/20/19 08: 35 108-90-7
Chloroethane ND ug/L 1.0 1 03/20/19 08: 35 75-00-3
Chloroform ND ug/L 5.0 1 03/20/19 08: 35 67-66-3
Chloromethane ND ug/L 1.0 1 03/20/19 08: 35 74-87-3 v3
2-Chlorotoluene ND ug/L 1.0 1 03/20/19 08: 35 95-49-8
4-Chlorotoluene ND ug/L 1.0 1 03/20/19 08: 35 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 5.0 1 03/20/19 08: 35 96-12-8
Dibromochloromethane ND ug/L 1.0 1 03/20/19 08: 35 124-48-1
1,2-Dibromoethane(EDB) ND ug/L 1.0 1 03/20/19 08: 35 106-93-4
Dibromomethane ND ug/L 1.0 1 03/20/19 08: 35 74-95-3
1,2-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:35 95-50-1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:35 541-73-1
1,4-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08: 35 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/20/19 08:35 75-71-8 v3
1,1-Dichloroethane ND ug/L 1.0 1 03/20/19 08:35 75-34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/20/19 08:35 107-06-2
1
1,1-Dichloroethene ND ug/L 1.0 1 03/20/19 08:35 75-35-4
cis-1,2-Dichloroethene 2.9 ug/L 1.0 1 03/20/19 08:35 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 08:35 156-60-5
1,2-Dichloropropane ND ug/L 1.0 1 03/20/19 08:35 78-87-5
1,3-Dichloropropane ND ug/L 1.0 1 03/20/19 08:35 142-28-9
2,2-Dichloropropane ND ug/L 1.0 1 03/20/19 08:35 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/20/19 08:35 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 08:35 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 08:35 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/20/19 08:35 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 08:35 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 08:35 87-68-3
2-Hexanone ND ug/L 5.0 1 03/20/19 08:35 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/20/19 08:35 99-87-6
Methylene Chloride ND ug/L 5.0 1 03/20/19 08:35 75-09-2 I
4-Methyl-2-pentanone(MIBK) ND ug/L 5.0 1 03/20/19 08:35 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/20/19 08:35 1634-04-4
Naphthalene ND ug/L 1.0 1 03/20/19 08:35 91-20-3
Styrene ND ug/L 1.0 1 03/20/19 08:35 100- 42-5
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 08:35 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 08:35 79-34-5
Tetrachloroethene 93.9 ug/L 1.0 1 03/20/19 08:35 127-18-4
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,LLC. Page 15 of 38
Pace Analytical Services,LLC
aceAnalytical 9800 Kinsey Ave. Suite100
Huntersville,NC 28078078
vniwpaceiebs.corn 704) 875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: MW-8S Lab ID: 92421696006 Collected: 03/16/19 14:48 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 08:35 108-88-3
1,2,3-Trichlorobenzene ND ug/L 1.0 1 03/20/19 08:35 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 1.0 1 03/20/19 08:35 71-55- 6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/20/19 08:35 79-00-5
Trichloroethene ND ug/L 1.0 1 03/20/19 08:35 79-01-6
Trichlorofluoromethane 1.4 ug/L 1.0 1 03/20/19 08: 35 75-69-4
1,2, 3-Trichloropropane ND ug/L 1.0 1 03/20/19 08: 35 96-18-4
Vinyl acetate ND ug/L 2.0 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 08:35 179601-23-1
o-Xylene ND ug/L 1.0 1 03/ 20/19 08:35 95-47-6
Surrogates
4-Bromofluorobenzene(S) 100 70-130 1 03/ 20/ 19 08:35 460-00-4
1,2-Dichloroethane-d4(S) 89 70-130 1 03/20/19 08:35 17060-07-0
Toluene-d8(S) 104 70-130 1 03/20/19 08:35 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,LLC. Page 16 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
bWmp8Ce48b&cam 704)875-9092
ANALYTICAL RESULTS
Project: 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 DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method:EPA 8260D
Acetone ND ug/L 25.0 1 03/20/19 08:54 67-64-1
Benzene ND ug/L 1.0 1 03/20/19 08:54 71-43-2
Bromobenzene ND ug/L 1.0 1 03/20/19 08:54 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/20/19 08:54 74-97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 08:54 75-27-4
Bromoform ND ug/L 1.0 1 03/20/19 08:54 75-25-2
Bromomethane ND ug/L 2. 0 1 03/20/19 08:54 74-83-9 v3
2-Butanone(MEK) ND ug/L 5. 0 1 03/20/19 08:54 78-93-3
Carbon tetrachloride ND ug/L 1.0 1 03/20/19 08: 54 56-23-5
Chlorobenzene ND ug/L 1.0 1 03/20/19 08:54 108-90-7
Chloroethane ND ug/L 1.0 1 03/20/19 08:54 75-00-3
Chloroform ND ug/L 5.0 1 03/20/19 08:54 67-66-3
Chloromethane ND ug/L 1.0 1 03/20/19 08:54 74-87-3 v3
2-Chlorotoluene ND ug/L 1.0 1 03/20/19 08:54 95-49-8
4-Chlorotoluene ND ug/L 1.0 1 03/20/19 08:54 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 5. 0 1 03/20/19 08:54 96-12-8
Dibromochloromethane ND ug/L 1.0 1 03/20/19 08:54 124-48-1
1,2-Dibromoethane(EDB) ND ug/L 1.0 1 03/20/19 08:54 106-93-4
Dibromomethane ND ug/L 1.0 1 03/20/19 08:54 74-95-3
1,2-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:54 95-50-1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:54 541-73-1
1,4-Dichlorobenzene ND ug/L 1.0 1 03/20/19 08:54 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/20/19 08:54 75-71-8 v3
1,1-Dichloroethane ND ug/L 1.0 1 03/20/19 08:54 75-34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/ 20/19 08:54 107-06-2
1,1-Dichloroethene ND ug/L 1.0 1 03/20/19 08:54 75-35-4
cis-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 08:54 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/ 20/19 08:54 156-60-5
1,2-Dichloropropane ND ug/L 1.0 1 03/20/19 08:54 78-87-5
1,3-Dichloropropane ND ug/L 1.0 1 03/ 20/19 08:54 142-28-9
2,2-Dichloropropane ND ug/L 1.0 1 03/ 20/19 08:54 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/ 20/19 08:54 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/ 20/19 08:54 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/ 20/19 08:54 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/20/19 08:54 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 08:54 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 08:54 87- 68-3
2-Hexanone ND ug/L 5.0 1 03/20/19 08:54 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/20/19 08:54 99- 87-6
Methylene Chloride ND ug/L 5.0 1 03/20/19 08:54 75-09-2
4-Methyl-2-pentanone(MIBK) ND ug/L 5. 0 1 03/20/19 08:54 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/20/19 08:54 1634- 04-4
Naphthalene ND ug/L 1.0 1 03/20/19 08:54 91-20-3
Styrene ND ug/L 1.0 1 03/20/19 08:54 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 08:54 630-20-6
1,1,2, 2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 08:54 79-34-5
Tetrachloroethene ND ug/L 1.0 1 03/20/19 08:54 127-18-4
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,LLC. Page 17 of 38
Pace Analytical Services,LLC
iii 9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
w'ww•paceiebs•om 704)875-9092
ANALYTICAL RESULTS
Project: 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 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 ug/L 1.0 1 03/20/19 08:54 87-61-6
1,2,4-Trichlorobenzene ND ug/L 1.0 1 03/20/19 08:54 120- 82-1
1,1,1-Trichloroethane ND ug/L 1.0 1 03/20/19 08:54 71-55-6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/20/19 08:54 79-00-5
Trichloroethene ND ug/L 1.0 1 03/20/19 08:54 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 03/20/19 08:54 75- 69-4
1,2, 3-Trichloropropane ND ug/L 1.0 1 03/20/19 08:54 96-18-4
Vinyl acetate ND ug/L 2. 0 1 03/20/19 08:54 108-05-4
Vinyl chloride ND ug/L 1.0 1 03/20/19 08:54 75-01-4
Xylene(Total) ND ug/L 1.0 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-Bromofluorobenzene(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
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 18 of 38
Pace Analytical Services,LLC
aceAnalytical 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
Pacelebtcorn 704)875-9092
ANALYTICAL RESULTS
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 DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method:EPA 8260D
Acetone ND ug/L 25.0 1 03/25/19 12:29 67-64-1
Benzene ND ug/L 1.0 1 03/25/19 12:29 71-43-2
Bromobenzene ND ug/L 1.0 1 03/25/19 12:29 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/25/19 12:29 74-97-5
Bromodichloromethane ND ug/L 1.0 1 03/25/19 12:29 75-27-4
Bromoform ND ug/L 1.0 1 03/ 25/19 12:29 75-25-2
Bromomethane ND ug/L 2.0 1 03/ 25/19 12:29 74-83-9
2-Butanone(MEK) ND ug/L 5.0 1 03/25/19 12:29 78-93-3
Carbon tetrachloride ND ug/L 1.0 1 03/25/19 12:29 56-23-5
Chlorobenzene ND ug/L 1.0 1 03/25/19 12:29 108-90-7
Chloroethane ND ug/L 1.0 1 03/25/19 12:29 75-00-3
Chloroform ND ug/L 5.0 1 03/25/19 12:29 67-66-3
Chloromethane ND ug/L 1.0 1 03/25/19 12:29 74-87-3
2-Chlorotoluene ND ug/L 1.0 1 03/25/19 12:29 95-49-8
4-Chlorotoluene ND ug/L 1.0 1 03/25/19 12:29 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 5.0 1 03/ 25/19 12:29 96-12-8
Dibromochloromethane ND ug/L 1.0 1 03/ 25/19 12:29 124-48-1
1,2-Dibromoethane(EDB) ND ug/L 1.0 1 03/ 25/19 12:29 106- 93-4
Dibromomethane ND ug/L 1.0 1 03/ 25/19 12:29 74-95-3
1,2-Dichlorobenzene ND ug/L 1.0 1 03/ 25/19 12:29 95-50-1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/ 25/19 12:29 541-73-1
1,4-Dichlorobenzene ND ug/L 1.0 1 03/ 25/19 12:29 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/ 25/19 12:29 75-71-8
1,1-Dichloroethane ND ug/L 1.0 1 03/25/19 12:29 75-34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/25/19 12:29 107- 06-2
1,1-Dichloroethene ND ug/L 1.0 1 03/ 25/19 12:29 75-35-4
cis-1,2-Dichloroethene ND ug/L 1.0 1 03/25/19 12:29 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/25/19 12:29 156-60-5
1,2-Dichloropropane ND ug/L 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 1.0 1 03/ 25/19 12:29 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/ 25/19 12:29 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/ 25/19 12:29 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/ 25/19 12:29 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/25/19 12:29 108- 20-3
Ethylbenzene ND ug/L 1.0 1 03/25/19 12:29 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/ 25/19 12:29 87-68-3
2-Hexanone ND ug/L 5. 0 1 03/ 25/19 12:29 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/ 25/19 12:29 99-87-6
Methylene Chloride ND ug/L 5. 0 1 03/ 25/19 12:29 75-09-2
4-Methyl-2-pentanone(MIBK) ND ug/L 5.0 1 03/25/19 12:29 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/ 25/19 12:29 1634-04-4
Naphthalene ND ug/L 1.0 1 03/ 25/19 12:29 91-20-3
Styrene ND ug/L 1.0 1 03/ 25/19 12:29 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/25/19 12:29 630-20-6
1,1,2, 2-Tetrachloroethane ND ug/L 1.0 1 03/ 25/19 12:29 79-34-5
Tetrachloroethene ND ug/L 1.0 1 03/ 25/19 12:29 127-18-4
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 19 of 38
1
Pace Analytical Services,LLC
aceAnalytical 9800 Kincey Ave. Suite100
Huntersville,NC 28078078
wwwpaselabs.com 704)875-9092
ANALYTICAL RESULTS
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 DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Analytical Method:EPA 8260D
Toluene ND ug/L 1.0 1 03/25/19 12:29 108-88-3
1,2,3-Trichlorobenzene ND ug/L 1.0 1 03/25/19 12:29 87-61-6
1,2,4-Trichlorobenzene ND ug/L 1.0 1 03/25/19 12:29 120-82-1
1,1,1-Trichloroethane ND ug/L 1.0 1 03/25/19 12:29 71-55-6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/25/19 12:29 79-00-5
Trichloroethene ND ug/L 1.0 1 03/25/19 12:29 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 03/25/19 12:29 75-69-4
1,2,3-Trichloropropane ND ug/L 1.0 1 03/25/19 12:29 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 03/25/19 12:29 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 03/25/19 12:29 179601-23-1
o-Xylene ND ug/L 1.0 1 03/25/19 12:29 95-47-6
1
Surrogates
4-Bromofluorobenzene(S) 96 70-130 1 03/25/19 12:29 460-00-4
1,2-Dichloroethane-d4(S) 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
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 20 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 1009Huntersville,NC 28078
N P 704) 875-9092
ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: TMW-17 Lab ID: 92421696009 Collected: 03/18/19 14:10 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
Acetone 94.4 ug/L 25.0 1 03/ 20/19 09:12 67-64-1
Benzene ND ug/L 1.0 1 03/20/19 09:12 71-43-2
Bromobenzene ND ug/L 1.0 1 03/20/19 09:12 108-86-1
Bromochloromethane ND ug/L 1.0 1 03/20/19 09:12 74-97-5
Bromodichloromethane ND ug/L 1.0 1 03/20/19 09:12 75- 27-4
Bromoform ND ug/L 1.0 1 03/20/19 09:12 75- 25-2
Bromomethane ND ug/L 2.0 1 03/20/19 09:12 74-83-9 v3
2-Butanone(MEK) ND ug/L 5.0 1 03/20/19 09:12 78-93-3
Carbon tetrachloride ND ug/L 1.0 1 03/20/19 09:12 56- 23-5
Chlorobenzene ND ug/L 1.0 1 03/ 20/19 09:12 108-90-7
Chloroethane ND ug/L 1.0 1 03/20/19 09:12 75- 00-3
Chloroform ND ug/L 5. 0 1 03/ 20/19 09:12 67-66-3
Chloromethane ND ug/L 1.0 1 03/20/19 09:12 74-87-3 v3
2-Chlorotoluene ND ug/L 1.0 1 03/ 20/19 09:12 95- 49-8
4-Chlorotoluene ND ug/L 1.0 1 03/20/19 09:12 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 5. 0 1 03/ 20/19 09:12 96-12-8
Dibromochloromethane ND ug/L 1.0 1 03/ 20/19 09:12 124-48-1
1,2-Dibromoethane(EDB) ND ug/L 1.0 1 03/20/19 09:12 106-93-4
Dibromomethane ND ug/L 1.0 1 03/20/19 09:12 74-95-3
1,2-Dichlorobenzene ND ug/L 1.0 1 03/20/19 09:12 95-50-1
1,3-Dichlorobenzene ND ug/L 1.0 1 03/20/19 09:12 541-73-1
1,4-Dichlorobenzene ND ug/L 1.0 1 03/20/19 09:12 106-46-7
Dichlorodifluoromethane ND ug/L 1.0 1 03/20/19 09:12 75-71-8 v3
1,1-Dichloroethane ND ug/L 1.0 1 03/20/19 09:12 75-34-3
1,2-Dichloroethane ND ug/L 1.0 1 03/20/19 09:12 107-06-2
1,1-Dichloroethene ND ug/L 1.0 1 03/20/19 09:12 75-35-4
cis-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 09:12 156-59-2
trans-1,2-Dichloroethene ND ug/L 1.0 1 03/20/19 09:12 156-60-5
1,2-Dichloropropane ND ug/L 1.0 1 03/20/19 09:12 78-87-5
1,3-Dichloropropane ND ug/L 1.0 1 03/20/19 09:12 142-28-9
2,2-Dichloropropane ND ug/L 1.0 1 03/20/19 09:12 594-20-7
1,1-Dichloropropene ND ug/L 1.0 1 03/20/19 09:12 563-58-6
cis-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 09:12 10061-01-5
trans-1,3-Dichloropropene ND ug/L 1.0 1 03/20/19 09:12 10061-02-6
Diisopropyl ether ND ug/L 1.0 1 03/20/19 09:12 108-20-3
Ethylbenzene ND ug/L 1.0 1 03/20/19 09:12 100-41-4
Hexachloro-1,3-butadiene ND ug/L 1.0 1 03/20/19 09:12 87-68-3
2-Hexanone ND ug/L 5.0 1 03/20/19 09:12 591-78-6
p-Isopropyltoluene ND ug/L 1.0 1 03/20/19 09:12 99-87-6
Methylene Chloride ND ug/L 5.0 1 03/20/19 09:12 75-09-2
4-Methyl-2-pentanone(MIBK) ND ug/L 5.0 1 03/20/19 09:12 108-10-1
Methyl-tert-butyl ether ND ug/L 1.0 1 03/20/19 09:12 1634-04-4
Naphthalene ND ug/L 1.0 1 03/20/19 09:12 91-20-3
Styrene ND ug/L 1.0 1 03/20/19 09:12 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 09:12 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 1.0 1 03/20/19 09:12 79-34-5
Tetrachloroethene ND ug/L 1.0 1 03/20/19 09:12 127-18-4
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 21 of 38
Pace Analytical Services,LLC
6 9800 Kincey Ave. Suite100aceAnalyticalHuntersville,NC 28078078
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ANALYTICAL RESULTS
Project: Baxter St Assessment
Pace Project No.: 92421696
Sample: TMW-17 Lab ID: 92421696009 Collected: 03/18/19 14: 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 03/20/19 09:12 108-88-3
1,2,3-Trichlorobenzene ND ug/L 1.0 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 1.0 1 03/20/19 09:12 71-55-6
1,1,2-Trichloroethane ND ug/L 1.0 1 03/20/19 09:12 79-00-5
Trichloroethene ND ug/L 1.0 1 03/20/19 09:12 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 03/20/19 09:12 75-69-4
1,2,3-Trichloropropane ND ug/L 1.0 1 03/20/19 09:12 96-18-4
Vinyl acetate ND ug/L 2.0 1 03/20/19 09:12 108-05-4
Vinyl chloride ND ug/L 1.0 1 03/20/19 09:12 75-01-4
Xylene(Total) ND ug/L 1.0 1 03/20/19 09:12 1330-20-7
m&p-Xylene ND ug/L 2.0 1 03/20/19 09:12 179601-23-1
o-Xylene ND ug/L 1.0 1 03/20/19 09:12 95-47-6
Surrogates
4-Bromofluorobenzene(S) 105 70-130 1 03/20/19 09:12 460-00-4
1,2-Dichloroethane-d4(S) 93 70-130 1 03/20/19 09:12 17060-07-0
Toluene-d8(S) 106 70-130 1 03/20/19 09:12 2037-26-5
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 22 of 38
Pace Analytical Services,LLC
0 9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
wivw.paceleba.corn 704) 875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
QC Batch: 464186 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level
Associated Lab Samples: 92421696001,92421696002,92421696004,92421696005,92421696006,92421696007,92421696009
METHOD 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-Tetrachloroethane ug/L ND 1.0 03/20/19 07: 03
1, 1,1-Trichloroethane ug/L ND 1.0 03/20/19 07: 03
1,1,2,2-Tetrachloroethane ug/L ND 1.0 03/20/19 07:03
1, 1,2-Trichloroethane ug/L ND 1.0 03/20/19 07:03
1, 1-Dichloroethane ug/L ND 1.0 03/20/19 07: 03
1, 1-Dichloroethene ug/L ND 1.0 03/20/19 07: 03
1, 1-Dichloropropene ug/L ND 1.0 03/20/19 07: 03
1,2,3-Trichlorobenzene ug/L ND 1.0 03/20/19 07: 03
1,2,3-Trichloropropane ug/L ND 1.0 03/20/19 07: 03
1,2,4-Trichlorobenzene ug/L ND 1.0 03/20/19 07: 03
1,2-Dibromo-3-chloropropane ug/L ND 5.0 03/20/19 07: 03
1,2-Dibromoethane(EDB) ug/L ND 1.0 03/20/19 07: 03
1,2-Dichlorobenzene ug/L ND 1.0 03/20/19 07: 03
1,2-Dichloroethane ug/L ND 1.0 03/20/ 19 07: 03
1,2-Dichloropropane ug/L ND 1.0 03/20/19 07: 03
1,3-Dichlorobenzene ug/L ND 1.0 03/ 20/19 07: 03
1,3-Dichloropropane ug/L ND 1.0 03/ 20/ 19 07: 03
1,4-Dichlorobenzene ug/L ND 1.0 03/ 20/19 07: 03
2, 2-Dichloropropane ug/L ND 1.0 03/ 20/ 19 07:03
2-Butanone(MEK) ug/L ND 5.0 03/ 20/19 07: 03
2-Chlorotoluene ug/L ND 1.0 03/20/19 07:03
2-Hexanone ug/L ND 5.0 03/20/19 07: 03
4-Chlorotoluene ug/L ND 1.0 03/ 20/19 07:03
4-Methyl-2-pentanone(MIBK)ug/L ND 5.0 03/ 20/19 07: 03
Acetone ug/L ND 25.0 03/20/19 07: 03
Benzene ug/L ND 1.0 03/20/19 07: 03
Bromobenzene ug/L ND 1.0 03/ 20/19 07: 03
Bromochloromethane ug/L ND 1.0 03/ 20/19 07: 03
Bromodichloromethane ug/L ND 1.0 03/20/19 07: 03
Bromoform ug/L ND 1.0 03/20/19 07:03
Bromomethane ug/L ND 2.0 03/20/19 07: 03 v3
Carbon tetrachloride ug/L ND 1.0 03/20/19 07: 03
Chlorobenzene ug/L ND 1.0 03/20/19 07:03
Chloroethane ug/L ND 1.0 03/20/19 07: 03
Chloroform ug/L ND 5.0 03/20/19 07: 03
Chloromethane ug/L ND 1.0 03/20/19 07: 03 v3
cis-1,2-Dichloroethene ug/L ND 1.0 03/20/19 07: 03
cis-1,3-Dichloropropene ug/L ND 1.0 03/20/19 07: 03
Dibromochloromethane ug/L ND 1.0 03/20/19 07: 03
Dibromomethane ug/L ND 1.0 03/20/19 07: 03
Dichlorodifluoromethane ug/L ND 1.0 03/20/19 07: 03 v3
Results presented on this page are In the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/ 25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 23 of 38
Pace Analytical Services,LLC
0 9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
www..pacelebs. 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
METHOD BLANK: 2524515 Matrix: Water
Associated Lab Samples: 92421696001,92421696002,92421696004,92421696005,92421696006,92421696007,92421696009
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Diisopropyl ether ug/L ND 1.0 03/20/19 07:03
Ethylbenzene ug/L ND 1.0 03/20/19 07:03
Hexachloro-1,3-butadiene ug/L ND 1.0 03/20/19 07:03
m&p-Xylene ug/L ND 2.0 03/20/19 07:03
Methyl-tert-butyl ether ug/L ND 1.0 03/20/19 07:03
Methylene Chloride ug/L ND 5. 0 03/20/19 07:03
Naphthalene ug/L ND 1.0 03/20/19 07:03
o-Xylene ug/L ND 1.0 03/20/19 07:03
p-Isopropyltoluene ug/L ND 1.0 03/20/19 07:03
Styrene ug/L ND 1.0 03/20/19 07:03
Tetrachloroethene ug/L ND 1.0 03/20/19 07:03
Toluene ug/L ND 1.0 03/20/19 07:03
trans-1,2-Dichloroethene ug/L ND 1.0 03/20/19 07:03
trans-1,3-Dichloropropene ug/L ND 1.0 03/ 20/19 07:03
Trichloroethene ug/L ND 1.0 03/ 20/19 07:03
Trichlorofluoromethane ug/L ND 1.0 03/ 20/19 07:03
Vinyl acetate ug/L ND 2.0 03/ 20/19 07:03
Vinyl chloride ug/L ND 1.0 03/20/19 07:03
Xylene(Total)ug/L ND 1.0 03/20/19 07:03
1,2-Dichloroethane-d4(S) 92 70-130 03/ 20/19 07:03
4-Bromofluorobenzene(S) 102 70-130 03/ 20/19 07:03
Toluene-d8(S)105 70-130 03/ 20/19 07:03
LABORATORY CONTROL SAMPLE: 2524516
Spike LCS LCS Rec
Parameter Units Conc. Result Rec Limits Qualifiers
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 ug/L 50 47.6 95 70-130
1,1,2-Trichloroethane ug/L 50 53.3 107 70-130
1,1-Dichloroethane ug/L 50 50.5 101 70-130
1,1-Dichloroethene ug/L 50 48.9 98 70-130
1,1-Dichloropropene ug/L 50 47.2 94 70- 130
1,2,3-Trichlorobenzene ug/L 50 52.3 105 70- 130
1,2,3-Trichloropropane ug/L 50 48.6 97 70- 130
1,2,4-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 ug/L 50 50.3 101 70- 130
1,2-Dichloroethane ug/L 50 48.1 96 70- 130
1,2-Dichloropropane ug/L 50 55.0 110 70- 130
1,3-Dichlorobenzene ug/L 50 49.6 99 70- 130
1,3-Dichloropropane ug/L 50 53. 6 107 70-131
1,4-Dichlorobenzene ug/L 50 49.7 99 70- 130
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 24 of 38
Pace Analytical Services,LLC
aceAnalytical® 9800 Kincey Ave. Suite100
Huntersville,NC 28078078
wwwpacelabs.com 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
LABORATORY CONTROL SAMPLE: 2524516
Spike LCS LCS Rec
Parameter Units Conc. Result Rec Limits Qualifiers
2,2-Dichloropropane ug/L 50 46.3 93 69-130
2-Butanone(MEK) ug/L 100 107 107 64-135
2-Chlorotoluene ug/L 50 51.3 103 70-130
2-Hexanone ug/L 100 90.5 91 66-135
4-Chlorotoluene ug/L 50 50.1 100 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
Bromomethane ug/L 50 40.2 80 38-130 v3
Carbon tetrachloride ug/L 50 51.5 103 70-130
Chlorobenzene ug/L 50 50.1 100 70-130
Chloroethane ug/L 50 51.4 103 37-142
Chloroform ug/L 50 47.0 94 70-130
Chloromethane ug/L 50 50.7 101 48-130 v3
cis-1,2-Dichloroethene ug/L 50 50.9 102 70-130
cis-1,3-Dichloropropene ug/L 50 54.4 109 70-130
Dibromochloromethane ug/L 50 53.8 108 70-130
Dibromomethane ug/L 50 50.0 100 70-130
Dichlorodifluoromethane ug/L 50 54.5 109 53-134 v3
Diisopropyl ether ug/L 50 53.6 107 70-135
Ethylbenzene 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 49.3 99 70-130
Methylene Chloride ug/L 50 48.2 96 67-132
Naphthalene ug/L 50 50.5 101 70-130
o-Xylene ug/L 50 51.4 103 70-131
p-lsopropyltoluene ug/L 50 53.1 106 70-130
Styrene ug/L 50 50.5 101 70-130
Tetrachloroethene ug/L 50 49.4 99 69-130
Toluene ug/L 50 48.5 97 70-130
trans-1,2-Dichloroethene ug/L 50 50.6 101 70-130
trans-1,3-Dichloropropene ug/L 50 54.0 108 70-130
Trichloroethene ug/L 50 53.6 107 70-130
Trichlorofluoromethane ug/L 50 49.7 99 63-130
Vinyl acetate ug/L 100 98.2 98 55-143
Vinyl chloride ug/L 50 54.0 108 70-131
Xylene(Total)ug/L 150 153 102 70-130
1,2-Dichloroethane-d4(S) 99 70-130
4-Bromofluorobenzene(S) 100 70-130
Toluene-d8(S)96 70-130
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 25 of 38
Pace Analytical Services,LLC
0 9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
www.pacelabs.com 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
MATRIX SPIKE SAMPLE: 2526644
92421696001 Spike MS MS Rec
Parameter Units Result Conc. Result Rec Limits Qualifiers
1,1, 1,2-Tetrachloroethane ug/L ND 20 14.0 70 73-134 M1
1 1,1, 1-Trichloroethane ug/L ND 20 14.0 70 82-143 M1
1,1,2,2-Tetrachloroethane ug/L ND 20 13.4 67 70- 136 M1
1,1,2-Trichloroethane ug/L ND 20 13.3 67 70- 135 M1
1,1-Dichloroethane ug/L ND 20 14.7 74 70- 139
1,1-Dichloroethene ug/L ND 20 15.1 75 70-154
1,1-Dichloropropene ug/L ND 20 12.9 64 70- 149 M1
1,2,3-Trichlorobenzene ug/L ND 20 13.7 69 70-135 M1
1,2, 3-Trichloropropane ug/L 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 ND 20 12.5 63 65-134 M1
1,2-Dibromoethane(EDB) ug/L ND 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 ug/L ND 20 14.4 72 70-140
1,3-Dichlorobenzene ug/L ND 20 13.1 65 70-135 M1
1,3-Dichloropropane ug/L ND 20 13.2 66 70-143 M1
1,4-Dichlorobenzene ug/L ND 20 14.2 71 70-133
2, 2-Dichloropropane ug/L ND 20 13.8 69 61-148
2-Butanone(MEK) ug/L ND 40 25.2 63 60-139
2-Chlorotoluene ug/L ND 20 13.8 69 70-144 M1
2-Hexanone ug/L ND 40 27.5 69 65-138
4-Chlorotoluene ug/L ND 20 13.7 69 70-137 M1
4-Methyl-2-pentanone(MIBK)ug/L ND 40 27.1 68 65-135
Acetone ug/L ND 40 30.7 77 60-148
Benzene ug/L ND 20 14.4 72 70-151
Bromobenzene ug/L ND 20 13.7 69 70-136 M1
Bromochloromethane ug/L ND 20 14.5 73 70-141
Bromodichloromethane ug/L ND 20 14.3 72 70-138
Bromoform ug/L ND 20 12.6 63 63-130
Bromomethane ug/L ND 20 12.6 63 15-152 v3
Carbon tetrachloride ug/L ND 20 14.5 73 70-143
Chlorobenzene ug/L ND 20 14.6 73 70-138
Chloroethane ug/L ND 20 15.7 78 52-163 1
Chloroform ug/L ND 20 14.3 67 70-139 M1
Chloromethane ug/L ND 20 16.0 80 41-139
cis-1,2-Dichloroethene ug/L 2.7 20 17.2 72 70-141
cis-1,3-Dichloropropene ug/L ND 20 12.7 63 70-137 M1
Dibromochloromethane ug/L ND 20 12.7 63 70-134 M1
Dibromomethane ug/L ND 20 14.1 71 70-138
Dichlorodifluoromethane ug/L ND 20 19.8 99 47-155 v3
Diisopropyl ether ug/L ND 20 13.2 66 63-144
Ethylbenzene ug/L ND 20 14.8 74 66-153
Hexachloro-1,3-butadiene ug/L ND 20 13.2 66 65-149
m&p-Xylene ug/L ND 40 29.8 75 69-152
Methyl-tert-butyl ether ug/L ND 20 12.0 60 54- 156
Methylene Chloride ug/L ND 20 15.5 73 42-159
Results presented on this page are in the units Indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 26 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
www.pacelabs.com 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
MATRIX SPIKE SAMPLE: 2526644
92421696001 Spike MS MS Rec
Parameter Units Result Conc. Result Rec Limits Qualifiers
Naphthalene ug/L ND 20 12.8 64 61-148
o-Xylene ug/L ND 20 14.5 73 70-148
p-Isopropyltoluene ug/L ND 20 14.3 72 70-146
Styrene ug/L ND 20 12.7 64 70-135 M1
Tetrachloroethene ug/L 28.8 20 43.3 72 59-143
Toluene ug/L ND 20 14.4 72 59-148
trans-1,2-Dichloroethene ug/L ND 20 14.6 73 70-146
trans-1,3-Dichloropropene ug/L ND 20 13.3 67 70-135 M1
Trichloroethene ug/L ND 20 15.7 78 70-147
Trichlorofluoromethane ug/L ND 20 15.6 78 70-148
Vinyl acetate ug/L ND 40 19.4 49 49-151
Vinyl chloride ug/L ND 20 16.9 84 70-156
Xylene(Total)ug/L ND 60 44.3 74 63-158
1,2-Dichloroethane-d4(S) 100 70-130
4-Bromofluorobenzene(S) 102 70-130
Toluene-d8(S)100 70-130
SAMPLE DUPLICATE: 2526645
92421696002 Dup
Parameter Units Result Result RPD Qualifiers
1,1, 1,2-Tetrachloroethane ug/L ND ND
1,1, 1-Trichloroethane ug/L ND ND
1,1,2, 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-Dibromoethane(EDB) ug/L ND ND
1,2-Dichlorobenzene ug/L ND ND
1,2-Dichloroethane ug/L ND ND
1,2-Dichloropropane ug/L ND ND
1,3-Dichlorobenzene ug/L ND ND
1,3-Dichloropropane ug/L ND ND
1,4-Dichlorobenzene 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/L ND ND
4-Chlorotoluene ug/L ND ND
4-Methyl-2-pentanone(MIBK)ug/L ND ND
Acetone ug/L ND ND
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 27 of 38
Pace Analytical Services,LLC
aceAnalytical6 9800 Kincey Ave. Suite
LC
Huntersville,NC 28078
www•pacelebxcom 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
SAMPLE DUPLICATE: 2526645
92421696002 Dup
Parameter Units Result Result RPD Qualifiers
Benzene ug/L ND ND I
Bromobenzene ug/L ND ND
Bromochloromethane ug/L ND ND
Bromodichloromethane ug/L ND ND
Bromoform ug/L ND ND
Bromomethane ug/L ND ND v3
Carbon tetrachloride ug/L ND ND
Chlorobenzene ug/L ND ND
Chloroethane ug/L ND ND
Chloroform ug/L ND ND
Chloromethane ug/L ND ND v3
cis-1,2-Dichloroethene ug/L ND ND
cis-1,3-Dichloropropene ug/L ND ND
Dibromochloromethane ug/L ND ND
Dibromomethane ug/L ND ND
Dichlorodifluoromethane ug/L ND ND v3
Diisopropyl ether ug/L ND ND
Ethylbenzene ug/L ND ND
Hexachloro-1,3-butadiene ug/L ND ND
m&p-Xylene ug/L ND ND
Methyl-tert-butyl ether ug/L ND ND
Methylene Chloride ug/L ND ND
Naphthalene ug/L ND ND
o-Xylene ug/L ND ND
p-Isopropyltoluene ug/L ND ND
Styrene ug/L ND ND
Tetrachloroethene ug/L 1.2 1.4 10
Toluene ug/L ND ND
trans-1,2-Dichloroethene ug/L ND ND
trans-1,3-Dichloropropene ug/L ND ND
Trichloroethene ug/L ND ND
Trichlorofluoromethane ug/L ND ND
Vinyl acetate ug/L ND ND
Vinyl chloride ug/L ND ND
Xylene(Total)ug/L ND ND
1,2-Dichloroethane-d4(S) 88 84 5
4-Bromofluorobenzene(S) 100 101 0
Toluene-d8(S)109 106 3
Results presented on this page are In the units indicated by the"Units"column except where an alternate unit is presented to the right of 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,LLC. Page 28 of 38
Pace Analytical Services,LLC
e 9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
bwmpaceiebs.com 704) 875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
QC Batch: 465198 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level
Associated Lab Samples: 92421696003,92421696008
METHOD BLANK: 2529589 Matrix: Water
Associated Lab Samples: 92421696003,92421696008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1,2-Tetrachloroethane ug/L ND 1.0 03/25/19 12: 13
1,1,1-Trichloroethane ug/L ND 1.0 03/ 25/19 12: 13
1,1,2, 2-Tetrachloroethane ug/L ND 1.0 03/25/19 12: 13
1, 1,2-Trichloroethane ug/L ND 1.0 03/ 25/19 12: 13
1, 1-Dichloroethane ug/L ND 1.0 03/ 25/19 12: 13
1, 1-Dichloroethene ug/L ND 1.0 03/ 25/19 12: 13
1, 1-Dichloropropene ug/L ND 1.0 03/ 25/19 12: 13
1,2,3-Trichlorobenzene ug/L ND 1.0 03/ 25/19 12: 13
1,2,3-Trichloropropane ug/L ND 1.0 03/ 25/19 12: 13
1,2,4-Trichlorobenzene ug/L ND 1.0 03/ 25/19 12: 13
1,2-Dibromo-3-chloropropane ug/L ND 5.0 03/ 25/19 12: 13
1,2-Dibromoethane(EDB) ug/L ND 1.0 03/ 25/19 12: 13
1,2-Dichlorobenzene ug/L ND 1.0 03/ 25/19 12: 13
1,2-Dichloroethane ug/L ND 1.0 03/ 25/19 12:13
1,2-Dichloropropane ug/L ND 1.0 03/ 25/19 12: 13
1,3-Dichlorobenzene ug/L ND 1.0 03/ 25/19 12:13
1,3-Dichloropropane ug/L ND 1.0 03/25/19 12:13
1,4-Dichlorobenzene ug/L ND 1.0 03/25/19 12:13
2, 2-Dichloropropane ug/L ND 1.0 03/25/19 12:13
2-Butanone(MEK) ug/L ND 5.0 03/25/19 12:13
2-Chlorotoluene ug/L ND 1.0 03/25/19 12:13
2-Hexanone ug/L ND 5.0 03/25/19 12: 13
4-Chlorotoluene ug/L ND 1.0 03/25/19 12: 13
4-Methyl-2-pentanone(MIBK)ug/L ND 5.0 03/25/19 12:13
Acetone ug/L ND 25.0 03/25/19 12: 13
Benzene ug/L ND 1.0 03/25/19 12: 13
Bromobenzene ug/L ND 1.0 03/25/19 12: 13
Bromochloromethane ug/L ND 1.0 03/ 25/19 12: 13
Bromodichloromethane ug/L ND 1.0 03/ 25/19 12: 13
Bromoform ug/L ND 1.0 03/ 25/19 12: 13
Bromomethane ug/L ND 2.0 03/ 25/19 12: 13
Carbon tetrachloride ug/L ND 1.0 03/ 25/19 12: 13
Chlorobenzene ug/L ND 1.0 03/ 25/19 12: 13
Chloroethane ug/L ND 1.0 03/ 25/19 12: 13
Chloroform ug/L ND 5.0 03/ 25/19 12: 13
Chloromethane ug/L ND 1.0 03/ 25/19 12: 13
cis-1,2-Dichloroethene ug/L ND 1.0 03/ 25/19 12: 13
cis-1,3-Dichloropropene ug/L ND 1.0 03/ 25/19 12: 13
Dibromochloromethane ug/L ND 1.0 03/ 25/19 12: 13
Dibromomethane ug/L ND 1.0 03/ 25/19 12: 13
Dichlorodifluoromethane ug/L ND 1.0 03/ 25/19 12:13
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of 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,LLC. Page 29 of 38
Pace Analytical Services,LLC
aceAnalytical 9800 Kincey Ave. Suite100
Huntersville,NC 28078078
www.pacelebs.com 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
METHOD BLANK: 2529589 Matrix: Water
Associated Lab Samples: 92421696003,92421696008
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Diisopropyl ether ug/L ND 1.0 03/ 25/19 12: 13
Ethylbenzene ug/L ND 1.0 03/ 25/19 12: 13
Hexachloro-1,3-butadiene ug/L ND 1.0 03/ 25/19 12: 13
m&p-Xylene ug/L ND 2.0 03/25/19 12: 13
Methyl-tert-butyl ether ug/L ND 1.0 03/25/19 12: 13
Methylene Chloride ug/L ND 5.0 03/25/19 12: 13
Naphthalene ug/L ND 1.0 03/25/19 12: 13
o-Xylene ug/L ND 1.0 03/25/19 12:13
p-lsopropyltoluene ug/L ND 1.0 03/25/19 12:13
Styrene ug/L ND 1.0 03/25/19 12:13
Tetrachloroethene ug/L ND 1.0 03/25/19 12:13
Toluene ug/L ND 1.0 03/25/19 12:13
trans-1,2-Dichloroethene ug/L ND 1.0 03/25/19 12:13
trans-1,3-Dichloropropene ug/L ND 1.0 03/25/19 12:13
Trichloroethene ug/L ND 1.0 03/25/19 12: 13
Trichlorofluoromethane ug/L ND 1.0 03/25/19 12:13
Vinyl acetate ug/L ND 2.0 03/25/19 12:13
Vinyl chloride ug/L ND 1.0 03/25/19 12: 13
Xylene(Total)ug/L ND 1.0 03/25/19 12: 13
1,2-Dichloroethane-d4(S) 97 70-130 03/25/19 12:13
4-Bromofluorobenzene(S) 96 70-130 03/25/19 12: 13
Toluene-d8(S)103 70-130 03/25/19 12: 13
LABORATORY CONTROL SAMPLE: 2529590
Spike LCS LCS Rec
Parameter Units Conc. Result Rec Limits Qualifiers
1,1, 1,2-Tetrachloroethane ug/L 50 52.6 105 70-130
1,1, 1-Trichloroethane ug/L 50 49.8 100 70-130
1,1,2,2-Tetrachloroethane ug/L 50 47.2 94 70- 130
1,1,2-Trichloroethane ug/L 50 52.1 104 70- 130
1,1-Dichloroethane ug/L 50 48.5 97 70-130
1,1-Dichloroethene ug/L 50 51.0 102 70- 130
1,1-Dichloropropene ug/L 50 47.2 94 70-130
1,2, 3-Trichlorobenzene ug/L 50 52.5 105 70- 130
1,2, 3-Trichloropropane ug/L 50 51.9 104 70- 130
1,2,4-Trichlorobenzene ug/L 50 51.8 104 70- 130
1,2-Dibromo-3-chloropropane ug/L 50 50.6 101 70-130
1,2-Dibromoethane(EDB) ug/L 50 50. 4 101 70- 130
1,2-Dichlorobenzene ug/L 50 50.0 100 70- 130
1,2-Dichloroethane ug/L 50 45.1 90 70- 130
1,2-Dichloropropane ug/L 50 50.2 100 70- 130
1,3-Dichlorobenzene ug/L 50 49.8 100 70- 130
1,3-Dichloropropane ug/L 50 50.0 100 70-131
1,4-Dichlorobenzene ug/L 50 49.6 99 70- 130
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of 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,LLC. Page 30 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. SuiteaceAnalyticalHuntersville,NC 28078078
www.Peaalabs.com 704)875-9092
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 Qualifiers
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/L 100 92.1 92 66-135
4-Chlorotoluene ug/L 50 50.1 100 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 70-130
Bromochloromethane ug/L 50 51.0 102 70-130
Bromodichloromethane ug/L 50 50.2 100 70-130
Bromoform ug/L 50 49.3 99 70-130
Bromomethane ug/L 50 46.9 94 38-130
Carbon tetrachloride ug/L 50 51.8 104 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 49.7 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 53-134
Diisopropyl ether ug/L 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-Isopropyltoluene ug/L 50 52.9 106 70-130
Styrene ug/L 50 49.8 100 70-130
Tetrachloroethene ug/L 50 51.7 103 69-130
Toluene ug/L 50 51.3 103 70-130
trans-1,2-Dichloroethene ug/L 50 49.8 100 70-130
trans-1,3-Dichloropropene ug/L 50 49.9 100 70-130
Trichloroethene ug/L 50 53.1 106 70-130
Trichlorofluoromethane ug/L 50 48.0 96 63-130
Vinyl acetate ug/L 100 95.1 95 55-143
Vinyl chloride ug/L 50 48.9 98 70-131
Xylene(Total)ug/L 150 155 103 70-130
1,2-Dichloroethane-d4(S) 88 70-130
4-Bromofluorobenzene(S) 100 70-130
Toluene-d8(S)99 70-130
Results presented on this page are In the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 31 of 38
aceAnalyticalPace
Analytical Services,LLC
6 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
N Pa 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 2529591 2529592
MS MSD
92421696003 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
1,1, 1,2-Tetrachloroethane ug/L ND 100 100 114 112 114 112 73-134 2
1,1, 1-Trichloroethane ug/L ND 100 100 110 111 110 111 82-143 1
1,1,2,2-Tetrachloroethane ug/L ND 100 100 105 102 105 102 70-136 3
1,1,2-Trichloroethane ug/L ND 100 100 112 108 112 108 70-135 4
1,1-Dichloroethane ug/L ND 100 100 110 111 110 111 70-139 1
1,1-Dichloroethene ug/L ND 100 100 115 115 115 115 70-154 0
1,1-Dichloropropene ug/L ND 100 100 106 109 106 109 70-149 3
1,2, 3-Trichlorobenzene ug/L ND 100 100 111 113 111 113 70-135 2
1,2, 3-Trichloropropane ug/L 8.5 100 100 117 116 109 108 71-137 1
1,2,4-Trichlorobenzene ug/L ND 100 100 108 111 108 111 73-140 2
1,2-Dibromo-3-chloropropane ug/L ND 100 100 113 111 113 111 65-134 1
1,2-Dibromoethane(EDB) ug/L ND 100 100 108 105 108 105 70-137 2
1,2-Dichlorobenzene ug/L ND 100 100 110 107 110 107 70-133 3
1,2-Dichloroethane ug/L ND 100 100 97. 9 99.0 98 99 70-137 1
1,2-Dichloropropane ug/L ND 100 100 107 105 107 105 70-140 2
1,3-Dichlorobenzene ug/L ND 100 100 110 107 110 107 70-135 2
1,3-Dichloropropane ug/L ND 100 100 109 104 109 104 70-143 5
1,4-Dichlorobenzene ug/L ND 100 100 111 107 111 107 70-133 3
2,2-Dichloropropane ug/L ND 100 100 116 114 116 114 61-148 2
i
2-Butanone(MEK) ug/L ND 200 200 234 221 117 110 60-139 6
2-Chlorotoluene ug/L ND 100 100 150 153 150 153 70-144 2 M1
2-Hexanone ug/L ND 200 200 202 194 101 97 65-138 4
4-Chlorotoluene ug/L ND 100 100 105 102 105 102 70-137 3
4-Methyl-2-pentanone(MIBK)ug/L ND 200 200 208 203 102 100 65-135 2
Acetone ug/L ND 200 200 222 313 111 157 60-148 34 M1,R1
Benzene ug/L 37.1 100 100 152 146 115 108 70-151 4
Bromobenzene ug/L ND 100 100 108 110 108 110 70-136 2
Bromochloromethane ug/L ND 100 100 115 111 115 111 70-141 3
Bromodichloromethane ug/L ND 100 100 108 104 108 104 70-138 4
Bromoform ug/L ND 100 100 105 102 104 101 63-130 3
Bromomethane ug/L ND 100 100 119 109 119 109 15-152 8
Carbon tetrachloride ug/L ND 100 100 115 110 115 110 70-143 5
Chlorobenzene ug/L ND 100 100 110 108 110 108 70-138 2
Chloroethane ug/L ND 100 100 120 121 120 121 52-163 1
Chloroform ug/L ND 100 100 105 110 105 110 70-139 5
Chloromethane ug/L ND 100 100 114 118 114 118 41-139 3
cis-1,2-Dichloroethene ug/L ND 100 100 111 108 109 106 70-141 2
cis-1,3-Dichloropropene ug/L ND 100 100 108 105 108 105 70-137 3
Dibromochloromethane ug/L ND 100 100 112 106 112 106 70-134 5
Dibromomethane ug/L ND 100 100 109 107 109 107 70-138 2
Dichlorodifluoromethane ug/L ND 100 100 109 110 109 110 47-155 0
Diisopropyl ether ug/L ND 100 100 102 102 102 102 63-144 0
Ethylbenzene ug/L 789 100 100 897 893 107 104 66-153 0
Hexachloro-1,3-butadiene ug/L ND 100 100 109 109 109 109 65-149 0
m&p-Xylene ug/L 887 200 200 1110 1110 110 110 69-152 0
Methyl-tert-butyl ether ug/L ND 100 100 105 106 105 106 54-156 0
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03:09 PM without the written consent of Pace Analytical Services,LLC. Page 32 of 38
Pace Analytical Services,LLC
n )
6 9800
aceAnaIyticalf Kincey Ave. Suite 100
Huntersville,NC 28078
M•PI8bs.corn 704)875-9092
QUALITY CONTROL DATA
Project: Baxter St Assessment
Pace Project No.: 92421696
MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 2529591 2529592
MS MSD
92421696003 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec % Rec Limits RPD Qual
Methylene Chloride ug/L ND 100 100 111 111 111 111 42-159 0
Naphthalene ug/L 401 100 100 543 552 142 151 61-148 2 M1
o-Xylene ug/L 543 100 100 658 655 115 111 70-148 0
p-Isopropyltoluene ug/L ND 100 100 132 132 132 132 70-146 1
Styrene ug/L 7.0 100 100 117 113 110 106 70-135 4
Tetrachloroethene ug/L ND 100 100 116 111 113 108 59-143 4
Toluene ug/L 153 100 100 266 263 113 110 59-148 1
trans-1,2-Dichloroethene ug/L ND 100 100 110 110 110 110 70-146 0
trans-1,3-Dichloropropene ug/L ND 100 100 106 103 106 103 70-135 3
Trichloroethene ug/L ND 100 100 117 115 114 112 70-147 2
Trichlorofluoromethane ug/L ND 100 100 113 113 113 113 70-148 0
Vinyl acetate ug/L ND 200 200 206 202 103 101 49-151 2
Vinyl chloride ug/L ND 100 100 114 111 114 111 70-156 2
Xylene(Total)ug/L 1430 300 300 1770 1760 112 110 63-158 0
1,2-Dichloroethane-d4(S) 97 93 70-130
4-Bromofluorobenzene(S) 99 97 70-130
Toluene-d8(S)101 99 70-130
Results presented on this page are in the units indicated by the"Units"column except where an alternate unit Is presented to the right of 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,LLC. Page 33 of 38
Pace Analytical Services,LLC
9800 Kincey Ave. Suite 100aceAnalyticalHuntersville,NC 28078
wwwp bs. 704)875-9092
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 limit.
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.
PQL-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 analyte in a specific matrix.
S-Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270.The result for each analyte 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-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI 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
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample(LCS)recovery.
R1 RPD value was outside control limits.
v3 The continuing calibration verification was below the method acceptance limit.Any detection for the analyte in the
associated samples may have low bias.
REPORT OF LABORATORY ANALYSIS
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Date:03/25/2019 03: 09 PM without the written consent of Pace Analytical Services,LLC. Page 34 of 38
Pace Analytical Services,LLC
aceAnalytical® 9800 Kinsey Ave. Suite100
Huntersville,NC 28078078
wwwpacelabs.com 704)875-9092
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Baxter St Assessment
Pace Project No.: 92421696
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92421696001 MW-35 EPA 8260D 464186
92421696002 MW-45 EPA 8260D 464186
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
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,LLC. Page 35 of 38
Document Name: Document Revised:February 7,2018
Sample Condition Upon Receipt(SCUR) Page 1 of 2
aceAnalyticar Document No.: Issuing Authority:
r F-CAR-CS-033-Rev.06 Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville _ Eden _ Greenwood LiHuntersville E./Raleigh Mechanicsville
Sample Condition _ Client Name: LO# : 92421696
Upon Receipt r
roject#:
V . V":ylit.'01j44Naa ) (bn 5.41,(, . IIIIIIIIIIIIIIIIIIIIIICourier: Fed Ex UPS LISPS X lient
Commercial Pace Other: 92421696
L
Custody Seal Present? Yes No Seals Intact? Des No 6 _
Date/Initials Person Examining Contents:'J- k-7 -/
y
Packing Material: Bubble Wrap 0liubble Bags None Other Biological issue Frozen?
Thermome ter:
Yes No ON/A
R Gun ID:92T048 Type of Ice: 12*et ['Blue None
Cooler Temp('C): "Z.( Correction Factor:Add/Subtract('C) 0.0
I Temp should be above freezing to 6'C
Cooler Temp Corrected('C): samples out of temp criteria.Samples on ice,cooling process
has begun
USDA Regulated Soil (Er N/A,water sample)
Did samples origin in a quarantine zone within the United States:CA,NY,or SC(check maps)? Did samples originate from a foreign source(internationally,
Dyes including Hawaii and Puerto Rico)?Eyes No
Comments/Discrepancy:
Chain of Custody Present? 2"5 No ON/A 1.
Samples Arrived within Hold Time? Zlyes ONO ON/A 2.
Short Hold Time Analysts(<72 hr.)? 1,aq-es No N/A 3.
Rush Turn Around Time Requested? Ones No ON/A 4.
Sufficient Volume? L_Ir No ON/A S.
Correct Containers Used? iniyes" No ON/A 6.
Pace Containers Used? jYes No ON/A
Containers Intact? es No r 7.
Dissolved analysis:Samples Field Filtered? Y s No V N/A 8.
Sample Labels Match COC? Yes No N/A 9.
Includes Date/Time/ID/Analysis Matrix: \/ ---I
Headspace in VOA Vials(>5-6mm)? Dyes E(N ON/A 10.
Trip Blank Present? Oyes ZNO ON/A 11.
Trip Blank Custody Seals Present? Des DM) N/A
COMMENTS/SAMPLE DISCREPANCY Field Data Required? Eyes No
Lot ID of split containers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted: Date/Time:
Project Manager SCURF Review: t Date: 7(/
Project Manager SRF Review: Date:
Page 36 of 38
Document Name: Document Revised:February 7,2018
Sample Condition Upon Receipt(SCUR) Page 1 of 2
aceAnalytica! 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 Project# WO# 92421696
verified and within the acceptance range for preservation
samples.
PM: PTE Due Date: 03/25/19
Exceptions:VOA,Coliform,TOC,Oil and Grease,DRO/8015(water)DOC,LLHg CLIENT: 92-CEC
Bottom half of box is to list number of bottle
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pH Adjustment Log for Preserved Samples
Sample ID Type of Preservative pH upon receipt Date preservation adjusted Time preservation Amount of Preservative lot a
adjusted added
Note: Whenever there is a discrepancy affecting North Carolina compliance samples,a copy of this form will he sent to the North Carolina DEHNR Certification Office(i.e.
Out of hold,incorrect preservative,out of temp,incorrect containers.
Page 37 of 38
ooco
7 CHAIN-OF-CUSTODY/Analytical Request Document coco
Pace .....c
The Chain-of-Custody is a LEGAL DOCUMENT.All relevant fields must be completed accurately. cn
ma_
Section A Section B Section C
Required Client Information: Required Project Information: Invoice Information: Page: 1 Of 1
Company. Civil E.Environmental Consultants-Charlotte.NC Report To Doraid Cobb Attention:
Address' 1900 Center Park Dove Copy To ' Company Name:
Charlotte,NC 28217 Address: Regulatory Agency
Email. dcobbgdcecinc corn Purchase Orders Pace Quote
Phone: [phone] 'Fax Project Name. Baxter SI Assessment Pace Project Manager: taylor ezell f]lpacelabs.com. State/Location
Requested Due Date: Project#: Pace Profile#. 7135-6 NC
Requested Analysis Filtered(YIN)
Z_
MATRIX CODE O COLLECTED Preservatives
Dnn4,ng W.I. OW
o(,-2W. ,tr WT
U
m
Paoduct P K
J Z
SAMPLE ID Ow 'L u START END F- o011OLecC
One Character per box. Wipe wP .. s
A-Z,0-9/,-)
it Other CT O > r
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N m U
Sample Idr.must be unique T a, x j o 5 — O m ii
n
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Nk-a N o c o o 0 rt z L o
a ° F.5 l.G6DATETIMEDATETIMEN
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120 N Myers St Charlotte,NC 28202 Page 1 of 3
J LoopNet
Chris Orr'
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704)619-7554
120 N Nyers St 4,995,000
Charlotte, NC 28202 • 0.48 AC• Land For Sale
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120 N Myers St Charlotte,NC 28202 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 Streets E 5th St
Proposed Use Commercial
Listing ID:3875865 Date Created:4/7/2016 Last Updated:12/2/2019
1 LOT AVAILABLE
Lot 08009802
Price 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 Trolley.
Ideal for Office,Retail,Multifamily,or Data Center.Owner is open to a sale,and can develop for any use.
Located at the corner of 5th and Myers in Downtown Charlotte
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(Charlotte Trolley) 14 min walk 0. 7 mi
3rd Street Transit Stop(Charlotte 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/Listing/120-N-Myers-St-Charlotte-NC/3875865/Print 12/10/2019
120 N Myers St Charlotte,NC 28202 Page 3 of 3
AIRPORT
Charlotte Douglas International Airport 17 min drive 8.4 mi
WALK SCORE ® TRANSIT SCORE ® BIKE SCORE
80 82 72
Very Walkable Excellent Transit Very Bikeable
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and all representations,warranties,or guarantees of any kind.
https://www.loopnet.com/Listing/120-N-Myers-St-Charlotte-NC/3875865/Print 12/10/2019
1727-1733 E 7th St Charlotte,NC 28204 Page 1 of 5
1
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Clay Durkin iii
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1727-1733 E 7th St Charlotte,NC 28204 Page 2 of 5
ABOUT 1727-1733 E 7TH ST , CHARLOTTE, NC 28204
Price 2,450,000 Property Sub-type Commercial
Sale Type Investment Total Lot Size 0.58 AC
No. Lots 1 Zoning Description B1
Property Type Land APN / Parcel ID 127-033-06
Listing ID:17710482 Date Created:11/13/2019 Last Updated:12/3/2019
1 LOT AVAILABLE
Lot
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#'s per the tax records).
1
SALE NOTES
ELIZABETH NEIGHBORHOOD DEVELOPMENT(+/-.58 Acres or+/-25,476sf per the tax records)
or 2 BUILDINGS 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 Heart of the
Elizabeth neighborhood in Charlotte,North Carolina.2 Parcels are being Offered for Sale-Call or Email for Pricing Details.
Each Parcel (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&I-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.+Sunnyside Ave.)
1727 E 7th Street=Tax#12703306,12,738 SF of Land,Structure built in 1913-3,369 total SF(2,636 heated SF)
1733 E 7th Street=Tax#12703307,12,738 SF of Land,Structure built in 1935-3,595 total SF(2,837 heated SF)
140 feet of 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 historic 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.loopnet.com/Listing/1727-1733-E-7th-St-Charlotte-NC/17710482/Print 12/10/2019
1727-1733 E 7th St Charlotte,NC 28204 Page 3 of 5
AIRPORT
Charlotte Douglas International Airport 19 min drive 9.3 mi
WALK SCORE ® TRANSIT SCORE ® BIKE SCORE
77 58 63
Very Walkable Good Transit Bikeable
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1727-1733 E 7th St Charlotte,NC 28204 Page 4 of 5
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https://www.loopnet.com/Listing/1727-1733-E-7th-St-Charlotte-NC/17710482/Print 12/10/2019
120 N Myers St Charlotte,NC 28202 Page 1 of 3
J LoopNet'
P Chris OrrkM lure it,...4+Pn9rnws I.I.(:
704)619-7554
120 N Myers St 4,995,000
Charlotte, NC 28202 • 0.48 AC• Land For Sale
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120 N Myers St Charlotte,NC 28202 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 Streets E 5th St
Proposed Use Commercial
Listing ID:3875865 Date Created:4/7/2016 Last Updated:12/2/2019
1 LOT AVAILABLE
Lot 08009802
Price 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 Trolley.
Ideal for Office,Retail,Multifamily,or Data Center.Owner is open to a sale,and can develop for any use.
Located at the corner of 5th and Myers in Downtown Charlotte
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(Charlotte Trolley) 14 min walk 0.7 mi
3rd Street Transit Stop(Charlotte 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/Listing/120-N-Myers-St-Charlotte-NC/3875865/Print 12/10/2019
120 N Myers St Charlotte,NC 28202 Page 3 of 3
AIRPORT
Charlotte Douglas International Airport 17 min drive 8.4 mi
WALK SCORE ® TRANSIT SCORE ® BIKE SCORE
80 82 72
Very Walkable Excellent Transit Very Bikeable
MAP OF 120 N MYERS ST CHARLOTTE, NC 28202
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Goo• e Map data©2019 Google
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/Listing/120-N-Myers-St-Charlotte-NC/3875865/Print 12/10/2019
1727-1733 E 7th St Charlotte,NC 28204 Page 1 of 5
J LoopNet-
Clay Durkin
704)373-2114 Ext.24
1727- 1733 E 7th St 2,450,000
Charlotte, NC 28204• 0.58 AC . Land For Sale
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1727-1733 E 7th St Charlotte,NC 28204 Page 2 of 5
ABOUT 1727-1733 E 7TH ST , CHARLOTTE, NC 28204
Price 2,450,000 Property Sub-type Commercial
Sale Type Investment Total Lot Size 0.58 AC
No. Lots 1 Zoning Description B1
Property Type Land APN/Parcel ID 127-033-06
Listing ID:'77"jfl/ /Date Created:11/13/2019 Last Updated:12/3/2019
1 LOT AVAILABLE
Lot
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#'s per the tax records).
SALE NOTES
ELIZABETH NEIGHBORHOOD DEVELOPMENT(+/-.58 Acres or+/-25,476sf per the tax records)
or 2 BUILDINGS 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 Heart of the
Elizabeth neighborhood in Charlotte,North Carolina.2 Parcels are being Offered for Sale-Call or Email for Pricing Details.
Each Parcel (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&I-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.+Sunnyside Ave.)
1727 E 7th Street=Tax#12703306,12,738 SF of Land,Structure built in 1913-3,369 total SF(2,636 heated SF)
1733 E 7th Street=Tax#12703307,12,738 SF of Land,Structure built in 1935-3,595 total SF(2,837 heated SF)
140 feet of 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 historic 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.loopnet.com/Listing/1727-1733-E-7th-St-Charlotte-NC/17710482/Print 12/10/2019
1727-1733 E 7th St Charlotte,NC 28204 Page 3 of 5
AIRPORT
Charlotte Douglas International Airport 19 min drive 9.3 mi
WALK SCORE ® TRANSIT SCORE ® BIKE SCORE
77 58 63
Very Walkable Good Transit Bikeable
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1727-1733 E 7th St Charlotte,NC 28204 Page 4 of 5
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1727-1733 E 7th St Charlotte,NC 28204 Page 5 of 5
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The LoopNet service and information provided therein,while believed to be accurate,are provided"as is".LoopNet disclaims am,
and all representations,warranties,or guarantees of any kind.
https://www.loopnet.com/Listing/1727-1733-E-7th-St-Charlotte-NC/17710482/Print 12/10/2019
Waco St @ Ellison Street Charlotte,NC 28204 Page 1 of 3
JLoopNetT°
Monte Ritchey PIMy [phone] Ext.34
Waco St @ Ellison Street 975,000
Charlotte, NC 28204. 0.60 AC• Land For Sale
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Waco St @ Ellison Street Charlotte,NC 28204 Page 2 of 3
ABOUT WACO ST @ ELLISON STREET , CHARLOTTE, NC 28204
Price 975,000 Total Lot Size 0.60 AC
Sale Type Investment Zoning Description UR2-CD
No. Lots 1 APN/ Parcel ID 125-243-61
Property Type Land Cross Streets Ellison Street
Property Sub-type Residential
Listing ID:14757755 Date Created:1/3/2019 Last Updated:12/4/2019
1 LOT AVAILABLE
Lot 1-4
Price 975,000 Lot Size 0.60 AC
Land entitled for 4 lots. Each backs upto a creek and frontsdead end drive. Planaprivateet @
www.rezoning.org. Petition#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
Incredibly compact urban lifestyle Rear yard feels like a National 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
https://www.loopnet.com/Listing/Waco-St-Ellison-Street-Charlotte-NC/14757755/Print 12/10/2019
Waco St @ Ellison Street Charlotte,NC 28204 Page 3 of 3
SALE NOTES
NOTE:ATTACHED PLANS REFLECTS 5 LOTS.FOR SALE ARE LOTS 1,2,3 AND 4 ON THE PLAN.
This land is on a creek near Charlotte's Little Sugar Creek Greenway in the Cherry Community near Myers Park.Lots 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 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 80 new homes have been built in
Cherry over 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
WALK SCORE ® TRANSIT SCORE ® BIKE SCORE
80 54 70
Very Walkable Good Transit Very Bikeable
MAP OF WACO ST @ ELLISON STREET CHARLOTTE, NC 28204
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The LoopNet service and information provided therein,while believed to be accurate,are provided"as is".LoopNet disclaims an;
and all representations,warranties,or guarantees of any kind.
https://www.loopnet.com/Listing/Waco-St-Ellison-Street-Charlotte-NC/14757755/Print 12/10/2019
Waco St @ Ellison Street Charlotte,NC 28204 Page 1 of 3
te; LoopNet.
Monte Ritchey IIIIIINil [phone] Ext.34 Ha
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Charlotte, NC 28204• 0.60 AC• Land For Sale
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https://www.loopnet.com/Listing/Waco-St-Ellison-Street-Charlotte-NC/14757755/Print 12/10/2019
Waco St @ Ellison Street Charlotte, NC 28204 Page 2 of 3
ABOUT WACO ST @ ELLISON STREET, CHARLOTTE, NC 28204
Price 975,000 Total Lot Size 0.60 AC
Sale Type Investment Zoning Description UR2-CD
No. Lots 1 APN/Parcel ID 125-243-61
Property Type Land Cross Streets Ellison Street
Property Sub-type Residential
Listing ID:14757755 Date Created:1/3/2019 Last Updated:12/4/2019
1 LOT AVAILABLE
Lot 1-4
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#2018-78.Contact Broker/Owner with ?s.
DESCRIPTION
Rare Opportunity to buy4 lots in white hot in town Charlotte neighborhood, Cherry!! Negotiate nowPPY9Y9
before Owner commits additional cash to improving the site.
HIGHLIGHTS
Incredibly compact urban lifestyle Rear yard feels like a National 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
hops://www.loopnet.com/Listing/Waco-St-Ellison-Street-Charlotte-NC/14757755/Print 12/ 10/2019
Waco St @ Ellison Street Charlotte, NC 28204 Page 3 of 3
SALE NOTES
NOTE:ATTACHED PLANS REFLECTS 5 LOTS.FOR SALE ARE LOTS 1,2,3 AND 4 ON THE PLAN.
This land is on a creek near Charlotte's Little Sugar Creek Greenway in the Cherry Community near Myers Park.Lots 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 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 80 new homes have been built in
Cherry over 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
WALK SCORE ® TRANSIT SCORE ® BIKE SCORE
80 54 70
Very Walkable Good Transit Very Bikeable
MAP OF WACO ST @ ELLISON STREET CHARLOTTE, NC 28204
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