1107_Buncombe_CDLF_Permit_Phase7_WellInstallationReport_FID1457877_20201013

HR USE ONLY: ❑Pa er R n ❑Electronic Data - Email CD data loaded: Yes / No Doc/Event #:
C DENR I iEnvironmental Monitoring
Division of Waste Management - Solid Waste Reoortina Form
Notice. This form and any information attached to it are "Publlec Records" as defined in NC General Statute 132-1, As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data
SCS Engineers, P.0
consultant, facility owner):
Contact for questions about data formatting. Include data preparees; name, telephone number and E-mail address:
Name: Jared Hamela
E-mail: [e-mail]
Facility name: Facility Address:
Buncombe County Landfill 85 Panther Branch Road
Alexander, NC 28701
Phone: [phone]
Facility Permit #
1107-
MSWLF-1996
1107- CDLF
-1998
0
NC Landfill Rule: Actual sampling dates (e.g.,
(.0500 or .1600) October 20-24, 2006)
ID.500 and .1600 5--plember, 14 2020
Environmental Status: (Check all that apply)
❑X Initial/Background Monitoring ❑ Detection Monitoring U Assessment Monitoring Corrective Action
a of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells �X Methane gas monitoring data
Groundwater monitoring data from private water supply wells Corrective action data (specify)
Leachate monitoring data ❑
Surface water monitoring data Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Jared T Hamela
Facility Representative Name (Print)
Jared T. Hamela
Signature
2520 Whitehall Park Drive, Suite 450
Facility Representative Address
C-1837 (PG)
Senior Project Geologist 704-916-1528
Title
Digitally signed by Jared T. Hamela 10-13-2020
Date: 2020.10.13 14:19:58-04'00'
NC PE Firm License Number (if applicable effective May 1, 2009)
Date
(Area Code) Telephone Number
Affix NC Licensed/ Professional Geologist Seal
CA R O'''►y,
>�ASEp��,y'.
4 `+
� r• W
Revised 6/2009

Monitoring Well Installation and
Landfill Gas Well Installation and
Abandonment Report - Buncombe
County Landfill 1 107-MSWLF-1996;
1 107-CDLF-1998
Buncombe County Solid Waste Department
81 Panther Branch Rd
Alexander, NC 28701
828-250-5460
02220306.04 1 October 13, 2020
2520 Whitehall Park Drive, Suite 450
Charlotte, NC 28273
704-504-3107

Table of Contents
Section Page
1.0
CERTIFICATION...................................................................................................................................1
2.0
INTRODUCTION...................................................................................................................................2
3.0
MONITORING WELL CONSTRUCTION................................................................................................2
4.0
MONITORING WELL ABANDONMENT................................................................................................2
5.0
INITIAL SAMPLING AND SCREENING RESULTS................................................................................3
Figures
Figure 1 Site Location Map
Figure 2 Groundwater and Landfill Gas Monitoring Well Locations
Tables
Table 1 Groundwater and Landfill Gas Monitoring Well Construction
Table 2 Groundwater Initial Sample Table
Table 3 Landfill Gas Initial Sample Table
Attachments
Attachment A
Monitoring Well Construction and Boring Log
Attachment B
Field Notes, Sampling, and Calibration Forms
Attachment C
Photographic Log
Attachment D
Driller Certifications
Attachment E
Laboratory Analytical Report
\\ral-fs01\raleigh\Projects\02220306.04\Deliverables\Project work\Task 1- DHR\MW and LFG install and
abandonments\11-07 Monitoring Well Installation Report 20201013.docx
Monitoring Well Installation and Abandonment www.scsenciineers.com
Page

1.0 CERTIFICATION
This Monitoring Well and Landfill Gas Well Installation and Abandonment Report has been prepared
by a qualified geologist who is licensed to practice in the State of North Carolina. The report was
prepared based on firsthand knowledge of site conditions and familiarity with North Carolina solid
waste rules and industry standard protocol. This report was prepared in general accordance with
North Carolina Department of Environmental Quality 15A NCAC 2C Rules for well construction and
abandonment standards and North Carolina Solid Waste Rule 15A NCAC 13B .0601
N CA •
x
z SEAL p
/. Hamela
or Project Geologist
Date: October 13, 2020
L
Y
NOT VALID UNLESS THIS DOCUMENT BEARS THE SEAL OF THE ABOVE -NAMED LICENSED PROFESSIONAL
Monitoring Well Installation and Abandonment www_scsengineefs.com
Page 1

2.0 INTRODUCTION
On behalf of the Buncombe County Solid Waste Department, SCS Engineers, PC (SCS) hereby submit
this report detailing the installation of groundwater monitoring wells MW-17R, MW-17DR, and landfill
gas (LFG) monitoring well M-12R, and the abandonment of groundwater monitoring wells MW-17,
MW-17D, and LFG well M-12 at the Buncombe County Landfill. Initial LFG screening results and
groundwater analytical data are also presented in this report. The landfill is located at 85 Panther
Branch Roach in Alexander, Buncombe County, North Carolina, and is operated by Buncombe County
Solid Waste Department. The Site operates under Solid Waste Permits 1107-CDLF-1998 and 1107-
MSWLF-1996. The site location is depicted on Figure 1.
In accordance with Solid Waste Rules and the approved Water Quality Monitoring Plan submitted by
Bunnell-Lammons Engineering, Inc. (BLE) on January 20, 2017 (DIN 28513), 2 groundwater
monitoring wells were abandoned and re -installed and one LFG monitoring well was abandoned and
re -installed in support of Phase 7 CDLF expansion.
3.0 MONITORING WELL CONSTRUCTION
The monitoring well installations began August 24, 2020 and were completed on September 14,
2020. Boreholes were advanced using a Mobile Drill B-57with 6.25-inch hollow stem augers and/or
a 6-inch air hammer and tooling. The groundwater monitoring wells and LFG well were constructed
with 2-inch Schedule 40 PVC slotted well screen and well casing with a sand filter (GP-1) pack and
bentonite seal. The wells were finished with a 2-ft X 2-ft concrete pad, above ground steel cover with
lock, and protective bollards. MW-17R, and MW-17DR were developed by SCS personnel using a
submersible pump discharging purge water to the ground until visibly clear of sediment.
Approximately 25 gallons of water were purged from MW-17R, and 30 gallons of water were purged
from MW-17DR during well development.
4.0 MONITORING WELL ABANDONMENT
The monitoring well abandonments began August 24, 2020 and were completed on September 14,
2020. The monitoring wells were abandoned by over drilling using a 6-inch air hammer and tooling.
The boreholes were advanced to the total depth of the wells and the resulting open boreholes were
tremie grouted to ground surface.
The locations of the replacement and abandoned monitoring wells and LFG well are depicted on
Figure 2. Monitoring well constructions and boring logs are provided as Attachment A. An as -built
survey of the newly installed monitoring wells was conducted by Ed Holmes & Associates Land
Surveyors, PA on September 24 and October 1, 2020. Survey coordinates, elevations, and
monitoring well construction details are provided in Table 1. Field notes and equipment calibration
from the monitoring well installations are provided in Attachment B. A photo of the finished surface
completion of M-12R, MW-17R, and MW-17DR is provided in Attachment C. Installations and
abandonments were performed by Innovative Environmental Technologies (IET), a North Carolina
Certified Well Contractor. Oversight of the installations and abandonments was performed by a NC
Licensed Geologist. The well construction records (GW-1s) and well abandonment records (GW-30s)
generated by IET are provided in Attachment D.
Monitoring Well Installation and Abandonment www.scsengineers.com
Page 2

5.0 INITIAL SAMPLING AND SCREENING RESULTS
On September 14, 2020 SCS personnel collected initial samples from monitoring wells MW-17R and
MW-17DR. Groundwater was purged and samples were collected from the monitoring wells using
low -flow sampling procedures. Samples were collected in general accordance with the Solid Waste
Section Guidelines for Groundwater, Soil, and Surface Water Sampling.
During purging, measurements were taken of conductivity, dissolved oxygen (DO), oxygen reduction
potential (ORP), pH, temperature, total dissolved solids (TDS), turbidity, and water level. Samples
were collected after stabilization of field parameters was achieved. Recorded field parameters and
additional observations pertaining to the sampling locations are provided in Attachment B. All
groundwater samples were placed into laboratory -supplied sample bottles by personnel wearing a
new pair of nitrile gloves.
All reusable sampling equipment was properly decontaminated between sampling locations.
Disposable sampling equipment and materials were discarded after each use.
Following collection, each groundwater sample was immediately placed on ice in a sample cooler for
delivery to Pace Analytical Laboratories, Inc. (Pace), North Carolina certified laboratory located in
Huntersville, North Carolina. Proper chain -of -custody documentation practices were followed during
collection and transportation of the samples. Chain -of -custody provides details of the laboratory
analyses requested and performed on the samples. The laboratory analytical report and chain -of -
custody documentation are provided in Attachment E.
All collected samples were analyzed in the laboratory for volatile organic constituents and metals
listed in Appendix I of the 40 Code of Federal Regulations (CFR) Part 258 (Constituents for Detection
Monitoring), as well as alkalinity, chloride, iron, manganese, mercury, sulfate, and tetrahydrofuran.
Constituents detected above the method detection limit (MDL) are provided and compared to the
North Carolina Groundwater Protection Standards (GWPS) in Table 2. The only constituent detected
above the applicable GWPS was total chromium in monitoring well MW-17R. The concentration
detected suggests a naturally occurring background concentration. It should be noted that the
reported concentration of total chromium in MW-17R (26.2 ug/L) is less that the highest reported
concentration of total chromium (39 ug/L - MW-15D) from the last groundwater sampling event for
the CDLF in April 2020. Additionally, in MW-17R, pH was reported at 6.07 and was outside the
GWPS range of 6.5 - 8.5. This value is consistent with the pH values reported in the last
groundwater monitoring event for the CDLF in April 2020.
On September 14, 2020, Buncombe County personnel collected screening data from M-12R using a
LandTec GEM 5000+. Screening was performed in general accordance with the approved Landfill
Gas Monitoring Plan, prepared by Bunnell-Lammons Engineering, Inc. (DIN28514) and the Solid
Waste Section Landfill Gas Monitoring Guidance (November 2010). The data from the initial
screening of M-12R is provided as Table 3. No explosive gases or hydrogen sulfide were detected in
the initial screening of M-12R.
This report serves as the required certification of the well installations and abandonments. Should
you have any questions or need further information, please do not hesitate to contact Jared Hamela
at [phone] or via email at [e-mail].
Monitoring Well Installation and Abandonment www.scsengineers.com
Page 3

Sincerely,
J&'e. ital
Jared T. Hamela, PG Steven C. Lamb, PE
Senior Project Geologist Vice President
SCS Engineers, PC SCS Engineers, PC
jth/ble
Monitoring Well Installation and Abandonment www.scsengineers.com
Page 4

Figure 1
Site Location Map
Monitoring Well Installation and Abandonment www.scsengineers.com
F-1

of 'ullL
SCALE:
0 1000 2000 3000
APPROXIMATE SCALE IN FEET
BASE MAPS SOURCE:
USGS TOPOGRAPHIC QUADRANGLE MAP, 7.5
MINUTE SERIES, LEICESTER, NORTH CAROLINA,
2019 & WEAVERVILLE, NORTH CAROLINA, 2019
1
zloo 251 v \�,
5 Am
8 " I
CURTIS M//F C��,
SITE LOCATION
BUNCOMBE COUNTY SOLID WASTE
MANAGEMENT FACILITY
85 PANTHER BRANCH ROAD
ALEXANDER, NC 28701
SrS FNrINFFRS
FIGURE 1 - SITE LOCATION MAP

Figure 2
Groundwater and Landfill Gas Monitoring Well Locations
Monitoring Well Installation and Abandonment www.scsengineers.com
F-2

DRAWN BY: JCT DATE:10.9.2020 FILE NAME: 02220306.04
1925 \
c �g
0 Oo N
o \o
ia25
�9S 1975 \
200 100 0 200 /
SCALE IN FEET I MW-17R loo /
EXISTING SEDIMENT
POND N0. 13 ��
# M-12R
MW-17DR
ABANDONMENT CLUSTER: I
MW-17
MW-17D \
M-12 J TM-12W-17W-17 / \
I \
I
I EXISTING C&D
FUTURE C&D _ _ PHASES 1-5
I LANDFILL PERMITTED
I LIMIT OF WASTE /
� I
1 i
/ ACTIVE C&D I
\ PHASE 6A LIMITS I /
� � J
—/
SCS ENGINEERING
FIGURE 2 - NEW BORING LOCATIONS MAP

Table 1
Groundwater and Landfill Gas Monitoring Well Construction
Monitoring Well Installation and Abandonment www.scsengineers.com
T-1

Table 1
Monitoring Well Constructinon Details
Buncombe County Landfill, Permit No. 11-07
Septmeber2020
Facility Permit
Number
Well
Northing
Fasting
TOC Elevation
(it trust)
Ground Surface
Elevation (fit msl)
Well Depth (fit)
Screened Interval
(ft)
Depth To Water
(fit)
Water Level
Elevation (ft msl)
MW-17R
788579.72
91861.95
1891.61
1888.96
23.5
23.5-8.5
15.31
1877.48
11-07
MW-17DR
738569.66
918659.32
1891.70
1889.14
39.0
39-34
14.05
1878.65
M-12R
738574.41
918660.E
1891.59
1888.88
5.0
5-3
NA
NA
NOTES:
1. Depth To Water was measured on September 14, 2020 for monitoring wells.
2.. TOC =top of casing. TOC elevation in feet MSL (mean sea level).
3. Well Depth and Screened Interval in feet below grpound surface.
4. Depth To Water in feet 6om TOC.
5. An as -built survey ofthe monitoring wells was conducted by Ed Holmes & Associates Land Surveyors, PA on September 24 and October 1, 2020
Page 1 of 1

Table 2
Groundwater Initial Sample Table
Monitoring Well Installation and Abandonment www.scsengineers.com
T-2

Table 2
Summary of Initial Groundwater Quality Data
Buncombe CountyLandfill, Permnit No. 11-07
September 2020
Parameter
MDL
MRL
2L Standard
Monitoring Well ID and Analytical Results
MW-17R
MW-17DR
Metals
Antimony
0.370/1.85
2.00
1
ND
ND
(µg/L)
Arsenic
7.60
10.0
10
ND
ND
Barium
1.00
10.0
700
107
62.6
Cadmium
0.360
1.0
2
ND
ND
Chromium
1.40
10.0
10
26.2
ND
Cobalt
1.10
10.0
1
ND
ND
Copper
1.60
10.0
1,000
6.3
ND
Lead
3.10
10.0
15
ND
ND
Nickel
2.20
10.0
100
5.3
ND
Selenium
0.910/4.55
3.0/15
20
5.6 J
ND
Silver
1.90
10.0
20
ND
ND
Vanadium
1.40
10.0
0.3
ND
ND
Zinc
4.40
10.0
1,000
ND
ND
Acetone
10
20
6,000
ND
ND
VOCs
Benzene
0.15
1.0
1
ND
ND
(µg/L)
Chlorobenzene
0.17
1.0
50
ND
ND
1,2-Dichlorobenzene
0.19
1.0
20
ND
ND
1,4-Dichlorobenzene
0.19
1.0
6
ND
ND
cis-1,2-Dichloroethene
0.15
1.0
70
ND
ND
1,4-Dioxane
1.20
2.0
3
ND
ND
Tetrachloroethene
0.17
1.0
0.7
ND
ND
Toluene
0.14
1.0
600
ND
ND
Xylene
0.45
3.0
500
ND
ND
Inorganics
Chloride
2,200
5,000
250,000
4.2
3
(µg/L)
Sulfate
2,900
5,000
250,000
66
22.2
Total Alkalinity
14,000/70,000
15,000/75,000
NE
75.2
126
Field
Conductivity at 25°C (µS/cm)
NE
NE
NE
242.6
281.7
Parameters
Dissolved Oxygen (DO) (mg/L)
NE
NE
NE
4.02
3.30
Oxygen Reduction Potential (ORP) (mV)
NE
NE
NE
40.9
-25.9
pH (S.U.)
NE
NE
6.5 - 8.5
6.07
6.94
Temperature (°C)
NE
NE
NE
23.2
22.9
TDS (Mg/L)
NE
NE
NE
158.0
183.3
Turbidity TU
NE
NE
NE
5.93
2.09
NOTES:
1. Table 2 lists all detected compounds in the groundwater. Please refer to Pace laboratory analysis report for further details.
2. Groundwater samples were collected on September 14, 2020.
3. MDL= Method Detection Limit.
4. MRL = Method Reporting Limit.
5. Compliance Limit =2L Standard.
6. 2L Standard = NCAC Title 15A Subchapter 2L Classifications and Water Quality Standards Applicable to the GWs of North Carolina (July, 2020).
7. J indicates the detected result is above the MRL and below the MDL.
8. µg/L = micrograms per liter.
9. ND = Not Detected. NE = Not Established. NA = Not Analyzed.
1 O.Shaded and bold field denotes result that was above the 2L Standard.
11. S.U. = Standard Units.
Page 1 of 1
12. µS/cm = microsiemens per centimeter.
13. NTU = Nephelometric Turbidity Units.

Table 3
Landfill Gas Initial Sample Table
Monitoring Well Installation and Abandonment www.scsengineers.com
T-3

Table 3
Landfill Gas Well Initial SampleTable
Buncombe County Landfill, Permit No. 11-07
September 2020
Well ID
Date
CH, 9
CO %
HZS%
COZ%
02 %
Balance
M-12R
9/14/2020
0.0
2.0
0.0
0.3
18.8
80.9
NOTES:
Landfill Gas Well screened by Buncombe County personnel using LandTec GEM 5000+ on 09/14/2020

Attachment A
Monitoring Well Construction and Boring Log
Monitoring Well Installation and Abandonment www.scsengineers.com
A -A

Date Started : 9/2/2020
f
Date Completed :9/2/2020
LOG OF BORING M-12R
Hole Diameter : 8 in
Drilling Method : H.S.A.
(Page 1 of 1)
Depth to water JOC) : NA
SCS Personnel : B.Eigenberger/ J. Hamela
Buncombe County Landfill
Well Material : PVC
85 Panther Branch Road
Northing Coord. : 738574.41
Well Diameter : 2 inch
Facility Permit 11-07
Easting Coord. : 918660.60
Driller / Company : Gary Winbourn / IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 5 ft
Alexander, NC 28701
Project # 02220306.04
Q
Well: MW-12R
u-
.S
Surf.
=
Elev.:1891.59
-E
Elev.
07
IL
DESCRIPTION
Cover
Q
1888.88
j
o
Surface
Casing
0
SILTY SAND, saprolitic with PWR fragements,dry, brown, tan, gray
Grout
1888
:t-
''
Riser
1
Seal
1887
2
SM
1886
3
J. Sand Pack
1885
4
Screen
1884
14
14
5
Boring terminated at 5 feet bgs
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable

0
N
N
m
0
Started
: 9/1/2020
MMIDate
Date Completed
:9/2/2020
LOG OF BORING MW-17DR
Hole Diameter
: 8 in
Drilling Method
: H.S.A. / Air Hammer
(Page 1 of 1)
Depth to water JOC)
: 14.05 ft
Buncombe County Landfill
SCS Personnel
: B. Eigenberger/ J.Hamela
Well Material
: PVC
85 Panther Branch Road
Northing Coord.
: 738569.66
Well Diameter
: 2 inch
Facility Permit 11-07
Easting Coord.
: 918659.32
Well Slot
: 0.01"
Alexander, NC 28701
Driller / Company
: Gary Winbourn / IET
Sand Pack
: GP #1
Project # 02220306.04
Logged By
: B.Eigenberger
Total Well Depth
:39 ft
Q
Well: MW-17DR
u-
.S
Surf.
=
Elev.:1891.70
Elev.
U
Q
DESCRIPTION
Cover
n
1889.14
��
0
j
(D
Surface
LU
Casing
0
1889
5 -� 1884
10-+ 1879
15--� 1874
20 -+ 1869
25 --� 1864
30 -+ 1859
35--� 1854
SM
SILTY SAND, saprolitic with PWR fragements, dry, brown, tan, gray
PARTIALLY WEATHERED ROCK, sand, silt, dry, tan, brown, white
r\ r\ r
Auger refusal at 5'
til til til
r\ r\ r
Rock fragments- gray, black, white, dry, assumed gneiss.
til til�}1
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
til til til
r\ r\ r
til til til
til til�}1
r\ r\ r
til til til
r\ r\ r
apparent fracture zone 18' -19'
til til til
r\ r\ r
til til til
r\ r\ r
l_til_til
GIN
ti
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
til til til
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
til til til
r\ r\ r
apparent fracture zone 36' - 39', increased water production
til til�}1
r\ r\ r
til til til
40 1 Boring terminated at 39 feet bgs
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined
Riser
Grout
Seal
Sand Pack
Screen

Date Started : 9/2/2020
f
Date Completed :9/3/2020
LOG OF BORING MW-17R
Hole Diameter : 8 in
Drilling Method : H.S.A. / Air Hammer
(Page 1 of 1)
Depth to water JOC) : 15.31 ft
SCS Personnel : B.Eigenberger/ J. Hamela
Buncombe County Landfill
Well Material : PVC
85 Panther Branch Road
Northing Coord. : 738579.72
Well Diameter : 2 inch
Facility Permit 11-07
Easting Coord. : 918661.95
Driller / Company : Gary Winbourn / IET
Logged By : B.Eigenberger
Well Slot : 0.01"
Sand Pack : GP #1
Total Well Depth : 23.5 ft
Alexander, NC 28701
Project # 02220306.04
Q
Well: MW-17R
u-
Surf.
=
Elev.:1891.61
.S
-E
Elev.
07
IL
DESCRIPTION
Cover
Q
1888.96
j
o
Surface
Casing
0
SILTY SAND, saprolitic with PWR fragements, dry, brown, tan, gray
1888
Grout
-a:
SM
�, :e Riser
y� :e
Auger refusal at 4'
r\ r\ r
Seal
5
Rock fragments - gray, black, white, dry, assumed gneiss.
1883
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
10
llv llv ll
llv llv ll
r\ r\ r
1878
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
Sand Pack
GN
r\ r\ r
llv llv ll
r\ r\ r
15
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
1873
l lv l lv l l
Screen
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
20
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
llv llv ll
r\ r\ r
LU
Boring terminated at 23.5 feet bgs
bgs = below ground surface
SAA = same as above
PWR = partially weathered rock
NA = not applicable
TBD = to be determined

Attachment B
Field Notes, Sampling, and Calibration Forms
Monitoring Well Installation and Abandonment www.scsengineers.com
A-B

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Low -Flow Groundwater Sampling Data Sheet
Job Name:
Job Number: D Iqr
Y5I-ProPlus
YSI-556
Turbidity
Sample ID=,�
Sampled by:
Sample Date = ` /
Sample Time =
TWD= DGW= ! r
LWC=
x:.04 (411),,16(2"), .65(4") = 1 casing volume:
Weather =
Total Volume Purged =
Pump Time (Min},
DGW (ft)
Temp "C
pH
Sp. Cond(µS/cm)
D.O.(%)
D.O. (mg/L)
ORP/Redox(mv)
Turbidity (NTU)
tds(ppm)
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Low -Flow Groundwater Sampling Data Sheet
Job Name: CG Job Number: `a GCSoQLF
YSI-ProPlus YSI-556
Turbidity
Sample ID= 1'• 5ampled by: Sample Date
Sample Time =
TWD= r�3.5 DG
�cW= 'S.• 1
LW C=
X .04 (1"), .16(2"), .65(4") = 1 casing volume:
Weather_ "r l ,G 0 {
Total Volume Purged =
Pump Time (Min);
DGW (ft)
Temp °C
pH
Sp. Cond(µS/cm)
D.O.(%) 1
D.O. (mg/L)
ORP/Redox(mv)
Turbidity (NTU)
tds(ppm)
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ENVIRO-EQUIPMENT, INC.
H.F. SCIENTIFIC MicroTPIITPW CALIBRATION DATA SHEET
Serial Number: .201g�ol 16d
Date: I M Inspector: t QfQ
I Calibration Check (Performed At Lab Room Temperature) I
SolutionlValues
Lot Number
1,000 NTU
(?0 3 _
10.0 NTU
9 0 Z42-
0.02 NTU
90001
Expiration
Instrument Readin.0 Ac•c urac y
DES Z l
_-Cf q 2.3 _ i3 %
Z Zl
f2 %
D• 0 / ±0.01 NTU
**Note all standard solution valves are at 25' C. **

ENVIRO-EQUIPMENT, INC.
YSI PRO+ CALIBRATION DATA SHEET
Serial Number: I,3C, J CDC 5Gtt Date: aAlWI(b Inspector: e'Sj
Calibration Check (Performed At Lab Roost Tentperware)
Solution/Value
Manufacturer Lot Nurnber
Expiration Readin.-
Accuracy
pH 4.00
AquaPhoenix
Z s
:LO.2
pH 7.00
AquaPhoenix
((JL L L 5_
±0.2
pH 10.00
AquaPhoenix
a Z Z- Cb (1>(O_
+0•2
Conductivity
I
1000 µS/cm
AquaPhoenix Me3c ZyLL
- (b3 1 Z _µS/cm =1
SoltrlionlVo_lue
Manufacturer Lot Nrrrsrber•
Erpiration Retrdinar,
Accrow-ci
ORP 200 mV
AquaPhoenix A 67r FES 13
- L _mV
±20mV
Solution/Value
Calibration Tjrpe Tent eratur•e Baronreter Readinc Readiu.
Aceuraci,
Dissolved Oxygen
Saturated Air ZZ. (f> °C
7- 11A 'q51 - I %
+ 2%
Date of last D. O. membrane cap replacement:
ag 1 -7— Lz4
Dissolved oxygen accuracy:
0 - 200% air saturation: f2%
of reading or 2% air saturation
200% to 500% air saturation: f6% of reading
**Note all stanrdard solution: values tyre at 251C, **
Temperature Check
Testo 925 (NIST Traceable)
ZZ.`3 °C f0.5°C
YSI Pro+_°C
+0.2 °C
Inspector's Maintenance Notes
EEI PRO+ CAL FORM

Attachment C
Photographic Log
Monitoring Well Installation and Abandonment www.scsengineers.com
A-C

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• 1 ,
:l.
4
i �'�v�v�yyffky ut � t ti1. � •�i
Ik
AF
Photo 1. MW-17R, MW-17DR, and M-12R
Photographic Log Project Number:
Buncombe County Landfill 02220306.04
85 Panther Branch Road Page i
Alexander, Buncombe County, NC

Attachment D
Driller Certifications
Monitoring Well Installation and Abandonment www.scsengineers.com
A-E

Print Form
WELL CONSTRUCTION RECORD (GW-l)
1. Well Contractor Information:
Gary Winbourn
Well Contractor Name
3455-A
NC Well Contractor Certiftcation.Number
Innovative Environmental Technologies
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Parianre, etc.)
3. Well Use (check well use):
Water Supply Well:
_JAgricultural OMunicipal/Public
Geothermal (Heating/Cooling Supply) Residential Water Supply (single)
�Tndustriai/Commercial DResidential Water Supply (shared)
Non -Water Supply Well:
JC Monitoring DRecovery
Aquifer Recharge
Aquifer Storage and Recovery
Aquifer Test
Experimental Technology
Geothermal (Closed Loop)
Groundwater Remediation
Salinity Barrier
OStormwater Drainage
Subsidence Control
Tracer
under #21
4. Date Well(s) Completed: 9-14-20 Well ID# PZ-902
5a. Well Location:
Buncombe County Landfill
FacilitylOwner Name Facility ID# (i£applicable)
85 Panther Branch Road Alexander, NC 28701
Physical Address, City, and Zip
Buncombe
County Parcel Idcnlification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N W
6. Is(arc) the well(s)oPermanent or D,remporary
7. Is this a repair to an existing well: QYes or EJNo
Ij'this is a repair, fill out known well construction information and explain the nature of the
repair under #k21 remarks section or on the back of this form.
8. For GeoprobclDPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER ofwells
For Internal Use
14. WATER ZONES
FROM
TO
DESCkIPTION
ft.
fl.
fr.
ft.
15. OUTER CASING for multi -cased wells OR LINER if a tieable
FROM
TO
DIAMETER
THICKNESS
MATERT.4L
ft.
ft,
I in.
16. INNER CASING OR TUBING tgeothermal dosed-loo
FROM
'fO
DIAMETER
THICKNESS
I MATERIAL
+3 ft.
q ft,
2 in•
sch 40
PVc
ft,
fit.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOTSIZE
THICKNESS
MATERIAL
19 ft. J
4 ft'
2 in.
.010
5CH 40
PVC
ft, I
It.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT MET11OD & AMOUNT
0 ft.
3 ft.
cement
pump gallons
4 ft.
3 ft-
Hole plug
pour .33 Cu ft
ft.
ft.
19. SANDIGRAVEL PACK if applicable)
FRONT
To
MATERIAL
EMPLACEMENT METHOD
19 ft.
4 ft
#1 sand
pour through augers
ft.
ft
20. DRILLING LOG attach additional sheets if necessary)
FRONT
'10
DFSCRIPTION (color, hardness, soll(rock type. grain size, etc.)
ft.
It.
ft.
ft.
rt.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22, Certifcatiton:
010-8-20
Sigmature of rtifted Well Contractor Data
By signing dris form, I hereby certify that the well(,) was (were) constructed in accordance
with I5A NCAC 02C .0100 or 15A NCAC 02C .112(30 Weil Construction Slandards and that a
cop), of this record has been provided to the well owner.
21. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifneeessary.
SUBMITTAL INSTRUCTIONS
9, Total well depth below land surface: 19
(ft.) 24a. For All Wells: Submit this form within 30 days of completion of well
For multiple wells list all depths if different (example- 3@200' and 2@100')
construction to the following:
10. Static water level below top of casing:
(ft.) Division of Water Resources, Information Processing Unit,
1J'water level is above casing, use "+"
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8 (in.)
24b. For Infection Wells: In addition to sending the form to the address in 24a
Auger
above, also submit one copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 276994636
13a. Yield (gpm) Method of test:
24c, For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount:
completion of well construction to the county health department of the county
where constructed.
Form GW-I North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL CONSTRUCTION RECORD (GW-1)
L Well Contractor Information:
Print Farm
Gary Winbourn
Well Contractor Name
3455-A
NC Well Contractor Certification Number
Innovative Environmental Technologies
Company Name
2. Well Construction Permit #:
list all applicable well con.smicliwt permits (i.e. IIIC, County, State, Parlance, etc.)
3. Well Use (check well use):
Water Supply Well:
Geothermal (€leating/Cooling Supply)
Non -Water Supply Well:
Aquifer Recharge
Aquifer Storage and Recovery
Aquifer "rest
Experimental Technology
Geothermal (Closed Loop)
4. Date Well(s) Completed: 9-14-20
5a. Well Location:
Buncombe County Landfill
C)Municipal/Public
Residential Water Supply (single)
Residential Water Supply (shared)
Groundwater Remediation
Salinity Barrier
OStortuwarer Drainage
Subsidence Control
Tracer
under 921
Well1D# PZ-901
FacilitylOwner Name facility IDtt (ifapplicable)
85 Panther Branch Road Alexander, NC 28701
Physical Address, City, and Zip
Buncombe
County
Parcel Identification No. (PIN)
Sb. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one latllong is sufficient)
M
6. Islam) the well(s)opermanent or Temporary
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15, OUTER CASING for multi -cased wells OR LONER if $ licable
FROM TO
DIAMETER
THICKNESS
I MATERIAL
ft. ft.
in.
16. INNER CASING OR TUBING(geothermal closed -loop)
FROM
TO
DIAMETER I
THICKNESS
MATERIAL
+3 ft,
A2 ft.
2 in.
sch 40
PVC
ft.
ft.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE:
THICKNESS
MATERIAL
57 ft'
42 ft.
2 tD'
.010
SCH 40
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft.
38.5 ft.
cement
pump gallons
40.5 fi-
3B.5 ft.
Hole plug
pour -66 cu ft
ft.
it.
19. SAND/GRAVEL PACK if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
5T ft.
46.5 ft-
#1 sand
pour through augers
ft.
ft.
20. DRILLING LOG attach additional sheets if aecessa
FROM
TO
DESCRIPTION (color, hardness, wil(rock iv e, grain size, etc.)
ft.
ft.
ft.
fl.
ft.
ft.
ft,
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21, REMARKS
22. Certification-
W t 0 "-d ^ 10-8-20
Signature oKCertifed Well Contractor Date
7. Is this a repair to an existing well: QYes or EjNo
Ifthis is a repair, fill out known well contraction information and explain the nature of the
repair under 427 remarks section or on the back of this form.
S. For Geoprobe/DPT or Closed -hoop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:
9. Total well depth below land surface: 57 (ft.)
For hmdtiple wells list all depths if different (example- 3@200' and 2@100')
10. Static water level below top of casing:
If water level is above casing, use "+"
11. Borehole diameter:
12. Well construction method: Auger
(i.e. auger, rotary, cable, direct push, etc.)
By signing this form, T hereby certify that the well(s) was (were) constructed in accordance
with 1 SA NCAC 02C. 0100 or 1 SA NCAC 02C .0200 Well Construction Standards and that a
copy' ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL. INSTRUCTIONS
24a. For All Wells: Subunit this form within 30 days of completion of well
construction to the following:
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following,:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I North Caroinia Department of Environmental Quality - Division of Water Resources Revised 2-22-2010

Print Form
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only: I
1. Well Contractor Information:
Gary Winbourn
Well Contractor Narne
34.55-A
NC Well Contactor Certification Nomber
Innovative Environmental Technologies
Company Name
Z. Well Construction Permit #:
List all applicable well Construction permits (i_e, UIC, County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
Agricultural
OMunicipal(Pubhc
Geothermal (Iieating/Cooling Supply)
Residential Water Supply (single)
Ind ustrial/Commercial
Residential Water Supply (shared)
]rri ation
Non -Water Supply Well:
Monitoring
Recovery
Injection Well:
Aquifer Recharg
DGroundwater Remediation
Aquifer Storage and Recovery
DSalinity Barrier
Aquifer Test
DStormwater drainage
Experimental Technology
Subsidence Control
Creothermal (Closed Loop)
E3Traccr
Geothermal (Heating/Cooling Return)
Other (explain under #21 Remarks)
4. Date Well(s) Completed: 9-1 4-20 Wen m# MW-12R
5a. Well Location:
Buncombe County Landfill
FacilitylOwner Name Facility I➢t# (if applicable)
85 Panther Branch Road Alexander, NC 28701
Physical Address, City, and Zip
Buncombe
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if welt field, one lat/long is sufficient)
14. WATER ZONES
FROM
TO-
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for multi -cased wells OR LINER i'a licable
FROM
TO
DIAMETER
THICIC+IESS
MATERIAL
ft.
ft.
in.
16. INNER CASING OR TUBING eothermal
dosed-loo
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3 ft.
3 ft.
2 in,
sch 40
PVC
ft,
ft.
in.
17. SCREEN
FROM
'10
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
5 ft'
3 ft_
2 in-
.010
SCH 40
PVC
ft.
ft.
in.
18. GROUT
FROM
TO
MATERIAL.
L•'MPLACTSMENT METHOD & AMOIXT
0 ft.
I ft,
Cement
pump gallons
I ft.
2 ft-
Hole plug
pour .33 cu R
ft.
ft.
19. SANDIGRAVEL PACK if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
5 ft.
3 n-
#1 sand
pour through augers
ft.
ft.
20. DRILLING LOG attach additional sheets if necessary)
FROM
'to
DESCRIPTION (color, hardness, wit/mck type, gmin size, etc.)
ft.
ft.
€t.
ft.
ft.
ft.
ft.
ft.
ft,
ft.
ft.
ft.
21. REMARKS
22. Certification:
N W L c, 10-8-20
6. Is(are) the wetl(s)of Permanent or [iTemporary Sibmature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
7. Is this a repair to an existing well-, QYes or E)No with 15A NCAC 02C.0100 or 15A NCAC 02C .0200 iVell Construction Standards and that a
lf'fhis is a repair, fill ont knoww welt construction information and explain the nature of the cop), ofYhis recotzl has been provided to the well owner.
repair under 921 remarks.tection or on the back of this form.
23. Site diagram or additional well details:
S. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same You may use the back of this page to provide additional well site details or well
construction, only I GW-1 is needed. Indicate TOTAL NLFMBER of wells construction details. You may also attach additional pages if necessary.
drilled: SUBMITTAL INSTRUCTIONS
9. Total well depth below land surface: 5 (ft-) 24a. For All Wells: Submit this form within 30 days of completion of well
For multiple wells list all depths ifd ffereni (example- 3{4200' and 2@100) construction to the following:
10. Static water level below top of casing:
if water levet is above casing, use "+"
11. Borehole diameter: 8 (in.)
(ft-) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For injection Wells: In addition to sending the form to the address in 24a
Auger above, also submit one copy of this form within 30 days of completion of well
12. Well construction method: construction to the following;
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13h. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Enviranmentat Quality - Division of Water Resources Revised 2-22-2016

Print Form
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
1. Well Contractor Information:
Gary Winbourn
Well Contractor Name
3455-A
NC Well Contraetor Certification Number
Innovative Environmental Technologies
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, Counh, State, variance, etc.)
3. Well Use (check well use):
Supply Well:
(Heating/Cooling Supply)
Non -Water Supply Well:
Recharge
Storage and Recovery
Test
rental Technology
Dial (Closed Loop)
[3MunicipaUPublic
Residential Water Supply (single)
Residential Water Supply (shared)
[DGroundwater Remediation
Salinity Barrier
[3Stormwater Drainage
Subsidence Control
DTracer
under #21
4. Date Well(s) Completed: 9-14-20 We11 ID#1 MW-17R
5a. Well Location:
Buncombe County Landfill
Facility/Owner Name Facility 1119 (if applicable)
85 Panther Branch Road Alexander, NC 28701
Physical Address, City, and Zip
Buncombe
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degreestminuteslseconds or decimal degrees:
(if well field, one fat/long is sufficient)
N W
6. ls(are) the well(s) 0 Permanent or OTemporary
7. Is this a repair to an existing well: Oyes or JDNo
If this is a repair, fill out latown well construction information and explain the nature of the
repair under 421 rernarkv section or on the bark of this form.
8. For Geoprobe/DPT or Closed -Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER ol'wells
9. Total well depth below land surface: 23.5
For multiple wells list all depths ef'different (example- 3@206' and 2@100')
10. Static water level below top of casing:
ff water level is above casing, use "+..
11. Borehole diameter: 8 (in.)
12. Well construction method: Augur
(i.e. auger, rotary, cable, direct push, etc.)
14. WATER ZONES
FROM
TO
DESCRIPTION
ft.
ft.
ft.
ft.
15. OUTER CASING for multi-med wells) OR LINER if a livable
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
in
16. INNER CASING OR TUBING eothermal closed-loo
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3 ft'
g 5 n.
2 in.
SCh 40
PVC
ft.
ft.
in.
17. SCREEN
FROM
TO
D1AMI,VER
SLOTSIZE
THICKNESS
MATERIAL
23.5 ft'
35 ft'
2 in.
.1110
SCH 40
PVC
ft.
ft.
in-
18. GROUT
FROM
To
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 ft.
4 It.
cement
pump gallons
4 ft.
5.5 ft*
Hole plug
pour .66 cu ft
rr.
ft.
19. SANDIGRAVEL PACK if a ficable
FROM
TO
MATERIAL
EMPLACEMENT METHOD
23,5 h•
5.5 11-
#1 sand
pour through augers
ft.
ft.
20, GRILLING LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION color, hardness, soillrock ri e, in size, tie.
ft,
ft,
ft.
ft.
ff.
ft.
ft.
rt.
ft.
ft.
ft.
ft.
rr.
rt.
21. REMARKS
22. Certification:
LAJ ,� -� 10-8-20
Signature 4 Certified Well Contractor Date
8y signing this form, 1 hereby certify that the xrell(s) was (were) constructed in accordance
with 15A NCAC 02C A100 or ISA NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells: In addition to sending the form to kite address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13h. Disinfection type- Amount: completion of well construction to the county healtb department of the county
where constructed.
Form GW-I North Carolina Department of Environmental Quality - Division of Water Rcsources Revised 2-22-2016

Print Form
WELL CONSTRUCTION RECORD (GW-•1) For Internal Use Only:
1. Well Contractor Information:
Gary Winbourn
Well Contractor Name
3455-A
NC Well Contractor Certification Number
Innovative Environmental Technologies
Company Nacre
2. Well Construction Permit #:
List all applicable welt construction permits (i. e. UIC, Coun{v, state, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
Agricultural
[3Municipal/Public
Geothermal (HeatingiCooling Supply)
[31kesidential Water Supply (single)
industrial/Commercial
Residential Water Supply (shared)
Irri ation
Non -Water Supply Well:
Monitoring
Recovery
Injection Well:
Aquifer Recharge
[3Groundvvater Remediation
Aquifer Storage and Recovery
DSaiinity Barrier
Aquifer Test
[DStormwater Drainage
Experimental Technology
Subsidence Control
Geothermal (Closed Loop)
Tracer
Geothermal (Eicating/Cooling Return)
r30thcr (explain under #21 Remarks)
4. Date Well(s) Completed: 9-14-20 We... MW-17DR
5a. Well Location:
Buncombe County Landfill
Facility/Owner Marie Facility 1D# (ifapplicable)
85 Panther Branch Road Alexander, NC 28701
Physical Address, City, and ,Zip
Buncombe
County
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minuteslseconds or decimal degrees:
(if welt field, one hi0ong is sufficient)
N
6. Is(are) the well(s)OPermanent or OTemporary
7. Is this a repair to an existing well: [Dyes or [DNo
ff this is a repair, fill out known well construction information and explain the nature of7he
repair under #21 remarks section or on the back of this, form.
S. For Geoprohefr)PT or Closed -Loop Geothermal Wells having the same
construction, only I GW-1 is needed. Indicate TOTAL NUMBER of wells
9. Total well depth below land surface: 39 (ft.)
For mtdtiple wells list all depths ifdifferent (example- 3(&200'and 2@100)
14. WATER ZONES
FRONT
TO
DESCRIFTION
ft.
ft.
ft.
fit.
15. OUTER CASING for multi -cased wells) OR LINER if applicable)
FROM
I TO
I DIAMETER
TN tCKNE55
NIATEIUAL
ft.
ft,
16. INNER CASING OR TUBING ( eothermal
closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3 ft.
24 it.
2 in,
sch 40
PVC
ft.
17. SCREEN
FROM
TO
DU4itETER
SLOT Nac
THICKNESS
MATE
29 fit.
825 ft.
2 iu.
.010
5CH 40
PVC
ft.
1& GROUT
FROM
TO
MATERIAL
EMPLACEMENT MrTHOD & AMOUNT
0 ri.
32 ii.
cement
pump gallons
30 ft.
32 ft,
Hole plus
pour .66 cu ft
ft.
ft.
19. SANDIGRAVEL PACK (if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
39 R•
32 ft.
#1 sand
pour through augers
ft.
ft.
20. DRILLING LOG attach additional sheets if necessary)
FROM
To
DESCRIPTION rotor, hardness, snilfrock type, gmin sim, etc.)
ft.
rt.
ft.
fit.
ft.
ft
ft.
ft.
rt.
ft,
If.
ft,
ft.
21. REMARKS
22. Certification:
10-8-20
Signature of 'erhfied Well Contractor
By si&ming this forth, I hereby certify that the well(s) wras (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C.0200 Well Construction standards and that a
cope of this record has been provided to the well owner•.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
10. Static water level below top of casing: (ft.) Division of Water Resources, Information Processing Unit,
If'wrrter level is above caring, zue `+'• 1617 Mail Service Center, Raleigh, NC 27699-1617
IL Borehole diameter. 8 (in.) 24b. For Injection Wells: In addition to sending the form to the address in 24a
Auger above, also submit one copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc_)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount, completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Dcpart-tnent of Environmental Quality - Division of Water Resources Revised 2-22-2016

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural. Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3455-A
1. WELL CONTRACTOR:
Gary Winbourn
Well Contractor (Individual) Name
Innovative Environmental Technologies
Well Contractor Company Name
STREET ADDREss 30 Grant Park Place
Piedmont SC 29673
City or Town State Zip Code
8( 64 ) - 288-1986
Area code - Phone number
2. WELL INFORMATION:
SITE, WELL ID # (if applicable) MW-12
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use): P1 Monitoring © Residential
❑ Municipal/Public ❑ Industrial/Commercial ❑ Agricultural
❑ Recovery ❑ Injection ❑ Irrigation
❑ Other (list use)
3. WELL LOCATION:
COUNTYBuncombe QUADRANGLE NAME
NEAREST TOWN: Alexander
(StreeVRoad Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPIIiC / LAND SETTING:
❑ Slope []Valley ®Fiat ❑ Ridge[] Other
(Check appropriate setting)
LATITUDE May be in degrees,
minutes, seconds, or in a
LONGITUDE decimal Format
Latitude/longitude source: ❑ GPS ❑ Topographic map
(Location of'well must be shown on a USGS topo map and
attached to this form if'not using UPS.)
4a. FACILITY- The name of the business where the well is located. Complete 4a and4b.
(If a residential well, skip 4a; complete 4b, well owner information only.)
FACILITY H) #(if applicable)
NAME OF FACILITY Buncombe Count/ Landfill
STREET ADDRESS $5 Panther Branch Road
Alexander NC 28701
City or Town State Zip Code
41). CONTACT PERSON/WELL OWNER:
NAME Buncombe County Landfill
STREET ADDRESS
5. WELL DETAILS:
a. Total Depth: 8.55 ft. Diameter; 2 ig.
b. Water Level (Below Measuring Point): ft.
Measuring point is ft, above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known): 8.5 ft. 2 in.
b. Casing Removed: 8-5— ft. �— in.
7. DISINFECTION.
(Amount of 65%75% calcium hypochlorite used)
S. SEALING MATERIAL:
Neat Cement Sand Cement
Cement 235 lb. Cement Ib.
Water rr — gal. Water gal.
Bentonite
Bentonite lb.
Type: ❑Slurry ❑Pellets
Water gal.
Other
Type material
Amount
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
Overdrill remove casing , pump from bottom through
10. WELL DIAGRAM: Draw a detailed sketch of the well on the back ofthis
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforaiions, and depths and
types of fill materials used.
1 L DATE WELL ABANDONED 917/20
1 DO IIEREBY CERTIFY TIIAT TTIIS WELL WAS ABANDONED IN ACCORDANCE
WITH I5A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
1 Q-8-20
SIGNATr E OF CERTIFIED WELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING TIIE WELL DATE
(The private well owner must be an individual who personally abandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
Gary Winbourn
PRINTED NAME OF PERSON ABANDONING THE WELL
Submit a copy to the owner and the original to the Division of Water Quality within 30 days. Form GW -30
Attn: Information Management, 1617 Mail Service Center — Raleigh, NC 27699-1617, Phone No. [phone] ext 568. Rev. 5/06

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3455-A
1. WELL CONTRACTOR:
Gary Winbourn
Well Contractor (Individual) Name
Innovative Environmental Technologies
Well Contractor Company Name
STREET ADDRESS 30 Grant Park Place
Piedmont SC 29673
City or Town State Zip Code
(86� - 288-1986
Area code - Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-17D
STATE WELL PERMIT # (ifapplicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)_ .__
WELL USE (Check applicable use): W Monitoring ❑ Residential
❑ Alunicipal/Public ❑ Industrial/Commercial ❑ Agricultural
❑ Recovery ❑ Injection ❑ Irrigation
❑ Other (list use)
3, WELL LOCATION:
COUNTY Buncombe QUADRANGLE NAME
NEAREST TOWN: Alexander
(SUreetlRoad Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ✓[ I Flat ❑ Ridge ❑ Other
(Check appropnate setting)
LATITUDE May be in degrees,
minutes, seconds, or in a
decimai format
LONGITUDE
Latitudetlongitude source: ❑ GPS (-]Topographic map
(Location of we11 tln(St he shown on a USG.S topo map and
attached to this form if not using GPS.)
4a. FACILITY- The name of the business where the well is located. Complete 4a and4b.
(Ufa residential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID #(:f applicable)
NAME, OF FACILITY Buncombe County Landfill
STREET ADDRESS 85 Panther Branch 'Road
Alexander NC 28701
City or Town State Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME Buncombe County Landfill
STREET ADDRESS
5. WELL DETAILS:
a. Total Depth: 39 R. Diameter: 2 in.
b. Water Level (Below Measuring Point): ft.
Meastring point is ft. above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known): 39 ft. 2 in.
b. Casing Removed: 39 — - ft. - in.
7. DISINFECTION:
(Amount of 65°/,75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement Sand Cement
Cement 1000 lb. Cement lb.
Water -7 — - gal, Water gal.
Bentonite
Bentonite lb -
Type: ❑ Slurry []Pellets
Water gal.
Other
Type material
Amount
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
Overdrill remove casing , pump from bottom through
heinnue pave
10. WELL DIAGRAM: Draw a detailed sketch of the well on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materials used.
11. DATE WELL ABANDONED 917120
1 DO HEREBY CERTIFY THAT THUS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC. 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
'Z� 10-8-20
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner mast bean individual who personally abandons his/her residential well
in accordance with I SA NCAC 2C .6113.)
Gary Winbourn
PRINTED NAME OF PERSON ABANDONING THE WELL
Submit a copy to the owner and the original to the Division of Water Quality within 30 days. Form GW-30
Attn: Information Management, 1617 Mall Service Center - Raleigh, NC 27699-1617, Phone No. [phone] ext 568. Rev. 5106

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3455-A
1. WELL CONTRACTOR:
Gary Winbourn
Well Contractor (Individual) Name
Innovative Environmental Technoloc
Well Contractor Company Name
STREET ADDRESS 30 Grant Park Place
Piedmont SC
City or Town State
8( 64 ) - 288-1986
Area code - Phone number
les
29673
Zip Code
2. WELL INFORMATION:
SITE WELL ID # (ifapplicable) MW-17
STATE WELL PERMIT it (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)__
WELL USE (Check applicable use): ® Monitoring ❑ Residential
❑ Municipal/Public ❑ lndustrial/Cnmmercial ❑ Agricultural
❑ Recovery ❑ Injection ❑ Irrigation
❑ Other (list use)
3. WELL LOCATION:
COUNTY Buncombe QUADRANGLE NAME
NEAREST TOWN: Alexander
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley k Flat ❑ lodge ❑
(Check appropriate setting)
LATITUDE May be in degrees,
.— uunutes, seconds, or hi a
decimal format
LONGITUDE
Latitude/longitude source: ❑GPS ❑ Topographic map
(Location of'well must be shown on a USGS topo map and
attached to this form f not using GPS.)
4a. FACILITY- The name of the business where the well is located. Complete 4a and4b.
(If a residential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID #(if applicable)
NAME OF FACILITY Buncombe County Landfill
STREET ADDREsS 85 Panther Branch Road
Alexander NC 28701
City or Town State Zip Code
4h. CONTACT PERSON/WELL OWNER:
NAME Buncombe County Landfill
STREET ADDRESS
S. WELL DETAILS:
a, Total Depth: 26°5 fi. Diameter:2 in.
b. Water Level (Below Measuring Point): ft.
Measuring point is ft, above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known): 26.5 ft. 2 in.
b. Casing Removed: ft. -21— in.
7. DISINFECTION:
(Amount of 651/,75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement Sand Cement
Cement 692 Ib. Cement lb.
Water �- -` gal. Water gal.
Bentonite
Bentonite lb.
Type: ❑ Slurry []Pellets
Water gal.
Other
Type material
Amount
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
Overdrill remove casing , pump from bottom through
heinnile pipe
10. WELL DIAGRAM: Draw a detailed sketch of the well on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materials used.
11. DATE WELL ABANDONED 917120
1 DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
10-8-20
SIGNATi112 OF CERTIFIED WELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual who personally abandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
Gary Winbourn
PRINTED NAME: OF PERSON ABANDONING THE WELL
Subrnit a copy to the owner and the original to the Division of Water Quality within 30 days. Form GW 30
Attn: Information Management, 1617 Mail Service Center — Raleigh, NC 27699-1617, Phone No. [phone] ext 568. Rev. 5/06

Attachment E
Laboratory Analytical Report
Monitoring Well Installation and Abandonment www.scsengineers.com
A-E

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
September 25, 2020
Jared Hamela
SCS Engineers
20 Battery Park Avenue
Suite 505
Asheville, NC 28801
RE: Project: 02220306.04 T 1
Pace Project No.: 92495379
Dear Jared Hamela:
Enclosed are the analytical results for sample(s) received by the laboratory on September 15, 2020. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Asheville
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Bonnie Vang
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
r
e
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 02220306.04 T 1
Pace Project No.: 92495379
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
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 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE SUMMARY
Project: 02220306.04 T 1
Pace Project No.: 92495379
Lab ID
Sample ID
Matrix
Date Collected
Date Received
92495379001
MW-17R
Water
09/14/2015:10
09/15/2010:10
92495379002
MW-17DR
Water
09/14/2013:57
09/15/2010:10
92495379003
TB
Water
09/14/20 00:00
09/15/20 10:10
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 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: 02220306.04 T 1
Pace Project No.: 92495379
Analytes
Lab ID Sample ID
Method
Analysts
Reported
Laboratory
92495379001 MW-17R
EPA 601OD
SH1
14
PASI-A
EPA 6020E
BG2
1
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
54
PASI-C
SM 2320B-2011
ECH
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
92495379002 MW-17DR
EPA 601OD
SH1
14
PASI-A
EPA 6020E
BG2
1
PASI-A
EPA 7470A
SOO
1
PASI-A
EPA 8260D
CL
54
PASI-C
SM 2320B-2011
ECH
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
92495379003 TB
EPA 8260D
CL
54
PASI-C
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
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 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 02220306.04 T 1
Pace Project No.: 92495379
Sample: MW-17R Lab ID: 92495379001 Collected: 09/14/20 15:10 Received: 09/15/20 10:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 601 OD Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Antimony
ND
ug/L
5.0
3.0
1
09/23/20 02:04
09/24/20 06:57
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
09/23/20 02:04
09/24/20 06:57
7440-38-2
Barium
107
ug/L
5.0
3.5
1
09/23/20 02:04
09/24/20 06:57
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
09/23/20 02:04
09/24/20 06:57
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
09/23/20 02:04
09/24/20 06:57
7440-43-9
Chromium
26.2
ug/L
5.0
3.7
1
09/23/20 02:04
09/24/20 06:57
7440-47-3
Cobalt
ND
ug/L
5.0
3.6
1
09/23/20 02:04
09/24/20 06:57
7440-48-4
Copper
6.3
ug/L
5.0
4.3
1
09/23/20 02:04
09/24/20 06:57
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
09/23/20 02:04
09/24/20 06:57
7439-92-1
Nickel
5.3
ug/L
5.0
3.5
1
09/23/20 02:04
09/24/20 06:57
7440-02-0
Selenium
5.6.1
ug/L
10.0
4.7
1
09/23/20 02:04
09/24/20 06:57
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
09/23/20 02:04
09/24/20 06:57
7440-22-4
Vanadium
ND
ug/L
5.0
3.9
1
09/23/20 02:04
09/24/20 06:57
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
09/23/20 02:04
09/24/20 06:57
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation
Method: EPA
3010A
Pace Analytical Services
-Asheville
Thallium
ND
ug/L
0.10
0.050
1
09/19/20 01:41
09/21/20 15:05
7440-28-0
7470 Mercury
Mercury
8260D MSV Low Level Landfill
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
Date: 09/25/2020 10:23 AM
Analytical Method: EPA 7470A Preparation Method: EPA 7470A
Pace Analytical Services -Asheville
ND ug/L 0.20 0.12 1 09/18/2012:38 09/22/2013:38 7439-97-6
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
25.0
ND
ug/L
10.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
2.0
ND
ug/L
5.0
ND
ug/L
2.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
5.0
ND
ug/L
1.0
ND
ug/L
5.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
6.2
1
09/22/20 19:11
67-64-1
0.90
1
09/22/20 19:11
107-13-1
0.15
1
09/22/20 19:11
71-43-2
0.34
1
09/22/20 19:11
74-97-5
0.26
1
09/22/20 19:11
75-27-4
0.62
1
09/22/20 19:11
75-25-2
0.62
1
09/22/20 19:11
74-83-9
3.3
1
09/22/20 19:11
78-93-3
0.40
1
09/22/20 19:11
75-15-0
0.22
1
09/22/20 19:11
56-23-5
0.23
1
09/22/20 19:11
108-90-7
0.49
1
09/22/20 19:11
75-00-3
2.3
1
09/22/20 19:11
67-66-3
0.39
1
09/22/20 19:11
74-87-3
0.26
1
09/22/20 19:11
96-12-8
0.41
1
09/22/20 19:11
124-48-1
0.26
1
09/22/20 19:11
106-93-4
0.46
1
09/22/20 19:11
74-95-3
0.29
1
09/22/20 19:11
95-50-1
0.26
1
09/22/20 19:11
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
v2
IN
Page 5 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 02220306.04 T 1
Pace Project No.: 92495379
Sample: MW-17R Lab ID: 92495379001 Collected: 09/14/20 15:10 Received: 09/15/20 10:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
1,4-Dioxane (p-Dioxane)
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Tetrahydrofuran
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
300.0 IC anions 48hr
Chloride
Sulfate
Date: 09/25/2020 10:23 AM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.54
1
09/22/2019:11
110-57-6
ND
ug/L
1.0
0.27
1
09/22/2019:11
75-34-3
ND
ug/L
1.0
0.34
1
09/22/2019:11
107-06-2
ND
ug/L
1.0
0.24
1
09/22/2019:11
75-35-4
ND
ug/L
1.0
0.29
1
09/22/2019:11
156-59-2
ND
ug/L
1.0
0.25
1
09/22/2019:11
156-60-5
ND
ug/L
1.0
0.19
1
09/22/2019:11
78-87-5
ND
ug/L
1.0
0.30
1
09/22/20 19:11
10061-01-5
ND
ug/L
1.0
0.31
1
09/22/2019:11
10061-02-6
ND
ug/L
150
56.2
1
09/22/2019:11
123-91-1
ND
ug/L
1.0
0.26
1
09/22/2019:11
100-41-4
ND
ug/L
5.0
0.57
1
09/22/2019:11
591-78-6
ND
ug/L
20.0
12.5
1
09/22/2019:11
74-88-4
ND
ug/L
5.0
3.7
1
09/22/2019:11
75-09-2
ND
ug/L
5.0
4.5
1
09/22/2019:11
108-10-1
ND
ug/L
1.0
0.27
1
09/22/2019:11
100-42-5
ND
ug/L
1.0
0.34
1
09/22/2019:11
630-20-6
ND
ug/L
1.0
0.22
1
09/22/2019:11
79-34-5
ND
ug/L
1.0
0.16
1
09/22/2019:11
127-18-4
ND
ug/L
10.0
1.9
1
09/22/2019:11
109-99-9
ND
ug/L
1.0
0.24
1
09/22/2019:11
108-88-3
ND
ug/L
1.0
0.18
1
09/22/2019:11
71-55-6
ND
ug/L
1.0
0.24
1
09/22/2019:11
79-00-5
ND
ug/L
1.0
0.22
1
09/22/2019:11
79-01-6
ND
ug/L
1.0
0.31
1
09/22/2019:11
75-69-4 IK
ND
ug/L
1.0
0.35
1
09/22/2019:11
96-18-4
ND
ug/L
2.0
1.4
1
09/22/2019:11
108-05-4
ND
ug/L
1.0
0.24
1
09/22/2019:11
75-01-4
ND
ug/L
1.0
0.63
1
09/22/2019:11
1330-20-7
ND
ug/L
2.0
0.41
1
09/22/2019:11
179601-23-1
ND
ug/L
1.0
0.22
1
09/22/2019:11
95-47-6
92
%
70-130
1
09/22/2019:11
460-00-4
87
%
70-130
1
09/22/2019:11
17060-07-0
100
%
70-130
1
09/22/2019:11
2037-26-5
Analytical Method: SM 2320B-2011
Pace Analytical Services -Asheville
75.2 mg/L 5.0 5.0 1 09/23/2016:18
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
4.2 mg/L 1.0 0.60 1 09/15/20 22:46 16887-00-6
66.0 mg/L 1.0 0.50 1 09/15/20 22:46 14808-79-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 02220306.04 T 1
Pace Project No.: 92495379
Sample: MW-17DR Lab ID: 92495379002 Collected: 09/14/20 13:57 Received: 09/15/20 10:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Antimony
ND
ug/L
5.0
3.0
1
09/23/20 02:04
09/24/20 07:09
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
09/23/20 02:04
09/24/20 07:09
7440-38-2
Barium
62.6
ug/L
5.0
3.5
1
09/23/20 02:04
09/24/20 07:09
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
09/23/20 02:04
09/24/20 07:09
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
09/23/20 02:04
09/24/20 07:09
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
09/23/20 02:04
09/24/20 07:09
7440-47-3
Cobalt
ND
ug/L
5.0
3.6
1
09/23/20 02:04
09/24/20 07:09
7440-48-4
Copper
ND
ug/L
5.0
4.3
1
09/23/20 02:04
09/24/20 07:09
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
09/23/20 02:04
09/24/20 07:09
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
09/23/20 02:04
09/24/20 07:09
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
09/23/20 02:04
09/24/20 07:09
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
09/23/20 02:04
09/24/20 07:09
7440-22-4
Vanadium
ND
ug/L
5.0
3.9
1
09/23/20 02:04
09/24/20 07:09
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
09/23/20 02:04
09/24/20 07:09
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation
Method: EPA
3010A
Pace Analytical Services
-Asheville
Thallium
ND
ug/L
0.10
0.050
1
09/19/20 01:41
09/21/20 15:09
7440-28-0
7470 Mercury
Mercury
8260D MSV Low Level Landfill
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
Date: 09/25/2020 10:23 AM
Analytical Method: EPA 7470A Preparation Method: EPA 7470A
Pace Analytical Services -Asheville
ND ug/L 0.20 0.12 1 09/18/2012:38 09/22/2013:40 7439-97-6
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
25.0
ND
ug/L
10.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
2.0
ND
ug/L
5.0
ND
ug/L
2.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
5.0
ND
ug/L
1.0
ND
ug/L
5.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
ND
ug/L
1.0
6.2
1
09/22/20 18:53
67-64-1
0.90
1
09/22/20 18:53
107-13-1
0.15
1
09/22/20 18:53
71-43-2
0.34
1
09/22/20 18:53
74-97-5
0.26
1
09/22/20 18:53
75-27-4
0.62
1
09/22/20 18:53
75-25-2
0.62
1
09/22/20 18:53
74-83-9
3.3
1
09/22/20 18:53
78-93-3
0.40
1
09/22/20 18:53
75-15-0
0.22
1
09/22/20 18:53
56-23-5
0.23
1
09/22/20 18:53
108-90-7
0.49
1
09/22/20 18:53
75-00-3
2.3
1
09/22/20 18:53
67-66-3
0.39
1
09/22/20 18:53
74-87-3
0.26
1
09/22/20 18:53
96-12-8
0.41
1
09/22/20 18:53
124-48-1
0.26
1
09/22/20 18:53
106-93-4
0.46
1
09/22/20 18:53
74-95-3
0.29
1
09/22/20 18:53
95-50-1
0.26
1
09/22/20 18:53
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
v2
IN
Page 7 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 02220306.04 T 1
Pace Project No.: 92495379
Sample: MW-17DR Lab ID: 92495379002 Collected: 09/14/20 13:57 Received: 09/15/20 10:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
1,4-Dioxane (p-Dioxane)
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Tetrahydrofuran
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
m&p-Xylene
o-Xylene
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
2320B Alkalinity
Alkalinity, Total as CaCO3
300.0 IC anions 48hr
Chloride
Sulfate
Date: 09/25/2020 10:23 AM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.54
1
09/22/2018:53
110-57-6
ND
ug/L
1.0
0.27
1
09/22/2018:53
75-34-3
ND
ug/L
1.0
0.34
1
09/22/2018:53
107-06-2
ND
ug/L
1.0
0.24
1
09/22/2018:53
75-35-4
ND
ug/L
1.0
0.29
1
09/22/2018:53
156-59-2
ND
ug/L
1.0
0.25
1
09/22/2018:53
156-60-5
ND
ug/L
1.0
0.19
1
09/22/2018:53
78-87-5
ND
ug/L
1.0
0.30
1
09/22/20 18:53
10061-01-5
ND
ug/L
1.0
0.31
1
09/22/2018:53
10061-02-6
ND
ug/L
150
56.2
1
09/22/2018:53
123-91-1
ND
ug/L
1.0
0.26
1
09/22/2018:53
100-41-4
ND
ug/L
5.0
0.57
1
09/22/2018:53
591-78-6
ND
ug/L
20.0
12.5
1
09/22/2018:53
74-88-4
ND
ug/L
5.0
3.7
1
09/22/2018:53
75-09-2
ND
ug/L
5.0
4.5
1
09/22/2018:53
108-10-1
ND
ug/L
1.0
0.27
1
09/22/2018:53
100-42-5
ND
ug/L
1.0
0.34
1
09/22/2018:53
630-20-6
ND
ug/L
1.0
0.22
1
09/22/2018:53
79-34-5
ND
ug/L
1.0
0.16
1
09/22/2018:53
127-18-4
ND
ug/L
10.0
1.9
1
09/22/2018:53
109-99-9
ND
ug/L
1.0
0.24
1
09/22/2018:53
108-88-3
ND
ug/L
1.0
0.18
1
09/22/2018:53
71-55-6
ND
ug/L
1.0
0.24
1
09/22/2018:53
79-00-5
ND
ug/L
1.0
0.22
1
09/22/2018:53
79-01-6
ND
ug/L
1.0
0.31
1
09/22/2018:53
75-69-4 IK
ND
ug/L
1.0
0.35
1
09/22/2018:53
96-18-4
ND
ug/L
2.0
1.4
1
09/22/2018:53
108-05-4
ND
ug/L
1.0
0.24
1
09/22/2018:53
75-01-4
ND
ug/L
1.0
0.63
1
09/22/2018:53
1330-20-7
ND
ug/L
2.0
0.41
1
09/22/2018:53
179601-23-1
ND
ug/L
1.0
0.22
1
09/22/2018:53
95-47-6
92
%
70-130
1
09/22/2018:53
460-00-4
86
%
70-130
1
09/22/2018:53
17060-07-0
99
%
70-130
1
09/22/2018:53
2037-26-5
Analytical Method: SM 2320B-2011
Pace Analytical Services -Asheville
126 mg/L 5.0 5.0 1 09/23/2016:26
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
2.9 mg/L 1.0 0.60 1 09/15/20 23:02 16887-00-6
22.2 mg/L 1.0 0.50 1 09/15/20 23:02 14808-79-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 8 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 02220306.04 T 1
Pace Project No.: 92495379
Sample: TB Lab ID: 92495379003 Collected: 09/14/20 00:00 Received: 09/15/20 10:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
1,4-Dioxane (p-Dioxane)
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Tetrahydrofuran
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Date: 09/25/2020 10:23 AM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
25.0
6.2
1
09/24/20 03:55
67-64-1
ND
ug/L
10.0
0.90
1
09/24/20 03:55
107-13-1
ND
ug/L
1.0
0.15
1
09/24/20 03:55
71-43-2
ND
ug/L
1.0
0.34
1
09/24/20 03:55
74-97-5
ND
ug/L
1.0
0.26
1
09/24/20 03:55
75-27-4
ND
ug/L
1.0
0.62
1
09/24/20 03:55
75-25-2
ND
ug/L
2.0
0.62
1
09/24/20 03:55
74-83-9
ND
ug/L
5.0
3.3
1
09/24/20 03:55
78-93-3
ND
ug/L
2.0
0.40
1
09/24/20 03:55
75-15-0
ND
ug/L
1.0
0.22
1
09/24/20 03:55
56-23-5
ND
ug/L
1.0
0.23
1
09/24/20 03:55
108-90-7
ND
ug/L
1.0
0.49
1
09/24/20 03:55
75-00-3
ND
ug/L
5.0
2.3
1
09/24/20 03:55
67-66-3
ND
ug/L
1.0
0.39
1
09/24/20 03:55
74-87-3
ND
ug/L
5.0
0.26
1
09/24/20 03:55
96-12-8
ND
ug/L
1.0
0.41
1
09/24/20 03:55
124-48-1
ND
ug/L
1.0
0.26
1
09/24/20 03:55
106-93-4
ND
ug/L
1.0
0.46
1
09/24/20 03:55
74-95-3
ND
ug/L
1.0
0.29
1
09/24/20 03:55
95-50-1
ND
ug/L
1.0
0.26
1
09/24/20 03:55
106-46-7
ND
ug/L
1.0
0.54
1
09/24/20 03:55
110-57-6
ND
ug/L
1.0
0.27
1
09/24/20 03:55
75-34-3
ND
ug/L
1.0
0.34
1
09/24/20 03:55
107-06-2
ND
ug/L
1.0
0.24
1
09/24/20 03:55
75-35-4
ND
ug/L
1.0
0.29
1
09/24/20 03:55
156-59-2
ND
ug/L
1.0
0.25
1
09/24/20 03:55
156-60-5
ND
ug/L
1.0
0.19
1
09/24/20 03:55
78-87-5
ND
ug/L
1.0
0.30
1
09/24/20 03:55
10061-01-5
ND
ug/L
1.0
0.31
1
09/24/20 03:55
10061-02-6
ND
ug/L
150
56.2
1
09/24/20 03:55
123-91-1
ND
ug/L
1.0
0.26
1
09/24/20 03:55
100-41-4
ND
ug/L
5.0
0.57
1
09/24/20 03:55
591-78-6
ND
ug/L
20.0
12.5
1
09/24/20 03:55
74-88-4
ND
ug/L
5.0
3.7
1
09/24/20 03:55
75-09-2
ND
ug/L
5.0
4.5
1
09/24/20 03:55
108-10-1
ND
ug/L
1.0
0.27
1
09/24/20 03:55
100-42-5
ND
ug/L
1.0
0.34
1
09/24/20 03:55
630-20-6
ND
ug/L
1.0
0.22
1
09/24/20 03:55
79-34-5
ND
ug/L
1.0
0.16
1
09/24/20 03:55
127-18-4
ND
ug/L
10.0
1.9
1
09/24/20 03:55
109-99-9
ND
ug/L
1.0
0.24
1
09/24/20 03:55
108-88-3
ND
ug/L
1.0
0.18
1
09/24/20 03:55
71-55-6
ND
ug/L
1.0
0.24
1
09/24/20 03:55
79-00-5
ND
ug/L
1.0
0.22
1
09/24/20 03:55
79-01-6
ND
ug/L
1.0
0.31
1
09/24/20 03:55
75-69-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
v2
IL,v2
v2
Page 9 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 02220306.04 T 1
Pace Project No.: 92495379
Sample: TB
Parameters
Lab ID:
Results
92495379003
Units
Collected:
Report
Limit
09/14/20 00:00
MDL DF
Received: 09/15/20 10:10 Matrix: Water
Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
Analytical
Method: EPA 8260D
Pace Analytical
Services
- Charlotte
1,2,3-Trichloropropane
ND
ug/L
1.0
0.35
1
09/24/20 03:55
96-18-4
Vinyl acetate
ND
ug/L
2.0
1.4
1
09/24/20 03:55
108-05-4
Vinyl chloride
ND
ug/L
1.0
0.24
1
09/24/20 03:55
75-01-4
Xylene (Total)
ND
ug/L
1.0
0.63
1
09/24/20 03:55
1330-20-7
m&p-Xylene
ND
ug/L
2.0
0.41
1
09/24/20 03:55
179601-23-1
o-Xylene
ND
ug/L
1.0
0.22
1
09/24/20 03:55
95-47-6
Surrogates
4-Bromofluorobenzene (S)
96
%
70-130
1
09/24/20 03:55
460-00-4
1,2-Dichloroethane-d4 (S)
95
%
70-130
1
09/24/20 03:55
17060-07-0
Toluene-d8 (S)
100
%
70-130
1
09/24/20 03:55
2037-26-5
Date: 09/25/2020 10:23 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 567409 Analysis Method: EPA 7470A
QC Batch Method: EPA 7470A Analysis Description: 7470 Mercury
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92495379001, 92495379002
METHOD BLANK: 3006817 Matrix: Water
Associated Lab Samples: 92495379001, 92495379002
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Mercury ug/L ND 0.20 0.12 09/22/2013:26
LABORATORY CONTROL SAMPLE: 3006818
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Mercury ug/L 2.5 2.9 114 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3006819 3006820
MS MSD
92495889005 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Mercury ug/L ND 2.5 2.5 2.9 2.8 113 113 75-125 0 25
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 11 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 568135 Analysis Method: EPA 6010D
QC Batch Method: EPA 3010A Analysis Description: 6010 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92495379001, 92495379002
METHOD BLANK: 3010387
Associated Lab Samples: 92495379001, 92495379002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
Antimony
ug/L
ND
5.0
3.0
09/24/20 06:50
Arsenic
ug/L
ND
10.0
4.7
09/24/20 06:50
Barium
ug/L
ND
5.0
3.5
09/24/20 06:50
Beryllium
ug/L
ND
1.0
0.70
09/24/20 06:50
Cadmium
ug/L
ND
1.0
0.40
09/24/20 06:50
Chromium
ug/L
ND
5.0
3.7
09/24/20 06:50
Cobalt
ug/L
ND
5.0
3.6
09/24/20 06:50
Copper
ug/L
ND
5.0
4.3
09/24/20 06:50
Lead
ug/L
ND
5.0
4.5
09/24/20 06:50
Nickel
ug/L
ND
5.0
3.5
09/24/20 06:50
Selenium
ug/L
ND
10.0
4.7
09/24/20 06:50
Silver
ug/L
ND
5.0
2.5
09/24/20 06:50
Vanadium
ug/L
ND
5.0
3.9
09/24/20 06:50
Zinc
ug/L
ND
10.0
9.5
09/24/20 06:50
LABORATORY CONTROL SAMPLE:
Parameter
3010388
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
Antimony
ug/L
500
500
100
80-120
Arsenic
ug/L
500
503
101
80-120
Barium
ug/L
500
488
98
80-120
Beryllium
ug/L
500
486
97
80-120
Cadmium
ug/L
500
492
98
80-120
Chromium
ug/L
500
494
99
80-120
Cobalt
ug/L
500
501
100
80-120
Copper
ug/L
500
503
101
80-120
Lead
ug/L
500
500
100
80-120
Nickel
ug/L
500
499
100
80-120
Selenium
ug/L
500
490
98
80-120
Silver
ug/L
250
246
98
80-120
Vanadium
ug/L
500
496
99
80-120
Zinc
ug/L
500
496
99
80-120
Qualifiers
Qualifiers
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 12 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
02220306.04 T 1
92495379
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3010389
3010390
MS
MSD
92495379001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Antimony
ug/L
ND
500
500
513
509
103
102
75-125
1
20
Arsenic
ug/L
ND
500
500
524
525
105
105
75-125
0
20
Barium
ug/L
107
500
500
601
598
99
98
75-125
1
20
Beryllium
ug/L
ND
500
500
499
496
100
99
75-125
1
20
Cadmium
ug/L
ND
500
500
512
513
102
103
75-125
0
20
Chromium
ug/L
26.2
500
500
536
535
102
102
75-125
0
20
Cobalt
ug/L
ND
500
500
507
504
101
101
75-125
1
20
Copper
ug/L
6.3
500
500
517
515
102
102
75-125
0
20
Lead
ug/L
ND
500
500
511
508
102
101
75-125
1
20
Nickel
ug/L
5.3
500
500
510
511
101
101
75-125
0
20
Selenium
ug/L
5.6J
500
500
536
535
106
106
75-125
0
20
Silver
ug/L
ND
250
250
252
251
101
100
75-125
0
20
Vanadium
ug/L
ND
500
500
519
519
104
104
75-125
0
20
Zinc
ug/L
ND
500
500
516
515
103
102
75-125
0
20
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 13 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 567587 Analysis Method: EPA 6020B
QC Batch Method: EPA 3010A Analysis Description: 6020 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92495379001, 92495379002
METHOD BLANK: 3007979 Matrix: Water
Associated Lab Samples: 92495379001, 92495379002
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Thallium ug/L ND 0.10 0.050 09/21/2012:54
LABORATORY CONTROL SAMPLE: 3007980
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Thallium ug/L 10 9.7 97 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3007981 3007982
MS MSD
92495498002 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Thallium ug/L 0.26J 10 10 10.2 10.2 100 100 75-125 0 20
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 14 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 567805 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92495379001, 92495379002
METHOD BLANK: 3008903
Associated Lab Samples: 92495379001, 92495379002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
0.34
09/22/20 11:54
1,1,1-Trichloroethane
ug/L
ND
1.0
0.18
09/22/20 11:54
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
0.22
09/22/20 11:54
1,1,2-Trichloroethane
ug/L
ND
1.0
0.24
09/22/20 11:54
1,1-Dichloroethane
ug/L
ND
1.0
0.27
09/22/20 11:54
1,1-Dichloroethene
ug/L
ND
1.0
0.24
09/22/20 11:54
1,2,3-Trichloropropane
ug/L
ND
1.0
0.35
09/22/20 11:54
1,2-Dibromo-3-chloropropane
ug/L
ND
5.0
0.26
09/22/20 11:54
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
0.26
09/22/20 11:54
1,2-Dichlorobenzene
ug/L
ND
1.0
0.29
09/22/20 11:54
1,2-Dichloroethane
ug/L
ND
1.0
0.34
09/22/20 11:54
1,2-Dichloropropane
ug/L
ND
1.0
0.19
09/22/20 11:54
1,4-Dichlorobenzene
ug/L
ND
1.0
0.26
09/22/20 11:54
1,4-Dioxane (p-Dioxane)
ug/L
ND
150
56.2
09/22/20 11:54
2-Butanone (MEK)
ug/L
ND
5.0
3.3
09/22/20 11:54
2-Hexanone
ug/L
ND
5.0
0.57
09/22/20 11:54
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
4.5
09/22/20 11:54
Acetone
ug/L
ND
25.0
6.2
09/22/20 11:54
Acrylonitrile
ug/L
ND
10.0
0.90
09/22/20 11:54
Benzene
ug/L
ND
1.0
0.15
09/22/20 11:54
Bromochloromethane
ug/L
ND
1.0
0.34
09/22/20 11:54
Bromodichloromethane
ug/L
ND
1.0
0.26
09/22/20 11:54
Bromoform
ug/L
ND
1.0
0.62
09/22/20 11:54
Bromomethane
ug/L
ND
2.0
0.62
09/22/20 11:54 v2
Carbon disulfide
ug/L
ND
2.0
0.40
09/22/20 11:54
Carbon tetrachloride
ug/L
ND
1.0
0.22
09/22/20 11:54
Chlorobenzene
ug/L
ND
1.0
0.23
09/22/20 11:54
Chloroethane
ug/L
ND
1.0
0.49
09/22/20 11:54 IK
Chloroform
ug/L
ND
5.0
2.3
09/22/20 11:54
Chloromethane
ug/L
ND
1.0
0.39
09/22/20 11:54
cis-1,2-Dichloroethene
ug/L
ND
1.0
0.29
09/22/20 11:54
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.30
09/22/20 11:54
Dibromochloromethane
ug/L
ND
1.0
0.41
09/22/20 11:54
Dibromomethane
ug/L
ND
1.0
0.46
09/22/20 11:54
Ethylbenzene
ug/L
ND
1.0
0.26
09/22/20 11:54
lodomethane
ug/L
ND
20.0
12.5
09/22/20 11:54
m&p-Xylene
ug/L
ND
2.0
0.41
09/22/20 11:54
Methylene Chloride
ug/L
ND
5.0
3.7
09/22/20 11:54
o-Xylene
ug/L
ND
1.0
0.22
09/22/20 11:54
Styrene
ug/L
ND
1.0
0.27
09/22/20 11:54
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 15 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
METHOD BLANK: 3008903
Associated Lab Samples: 92495379001, 92495379002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
Tetrachloroethene
ug/L
ND
1.0
0.16
09/22/20 11:54
Tetrahydrofuran
ug/L
ND
10.0
1.9
09/22/20 11:54
Toluene
ug/L
ND
1.0
0.24
09/22/20 11:54
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.25
09/22/20 11:54
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.31
09/22/20 11:54
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
0.54
09/22/20 11:54
Trichloroethene
ug/L
ND
1.0
0.22
09/22/20 11:54
Trichlorofluoromethane
ug/L
ND
1.0
0.31
09/22/20 11:54 IK
Vinyl acetate
ug/L
ND
2.0
1.4
09/22/20 11:54
Vinyl chloride
ug/L
ND
1.0
0.24
09/22/20 11:54
Xylene (Total)
ug/L
ND
1.0
0.63
09/22/20 11:54
1,2-Dichloroethane-d4 (S)
%
85
70-130
09/22/20 11:54
4-Bromofluorobenzene (S)
%
93
70-130
09/22/20 11:54
Toluene-d8 (S)
%
101
70-130
09/22/20 11:54
LABORATORY CONTROL SAMPLE:
Parameter
3008904
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
54.2
108
70-130
1,1,1-Trichloroethane
ug/L
50
49.3
99
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
52.8
106
70-130
1,1,2-Trichloroethane
ug/L
50
53.9
108
70-130
1,1-Dichloroethane
ug/L
50
49.3
99
70-130
1,1-Dichloroethene
ug/L
50
49.0
98
70-130
1,2,3-Trichloropropane
ug/L
50
52.0
104
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
52.0
104
70-130
1,2-Dibromoethane (EDB)
ug/L
50
55.8
112
70-130
1,2-Dichlorobenzene
ug/L
50
55.6
111
70-130
1,2-Dichloroethane
ug/L
50
43.2
86
70-130
1,2-Dichloropropane
ug/L
50
54.6
109
70-130
1,4-Dichlorobenzene
ug/L
50
55.6
111
70-130
1,4-Dioxane(p-Dioxane)
ug/L
1000
1020
102
59-169
2-Butanone (MEK)
ug/L
100
88.1
88
64-135
2-Hexanone
ug/L
100
94.4
94
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
95.3
95
70-130
Acetone
ug/L
100
95.4
95
61-157
Acrylonitrile
ug/L
250
236
94
61-143
Benzene
ug/L
50
54.4
109
70-130
Bromochloromethane
ug/L
50
51.7
103
70-130
Bromodichloromethane
ug/L
50
47.8
96
70-130
Bromoform
ug/L
50
51.7
103
70-130
Bromomethane
ug/L
50
42.4
85
38-130 v3
Carbon disulfide
ug/L
50
47.9
96
68-130
Carbon tetrachloride
ug/L
50
53.2
106
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC. Page 16 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
LABORATORY CONTROL SAMPLE:
3008904
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Chlorobenzene
ug/L
50
55.5
111
70-130
Chloroethane
ug/L
50
35.1
70
37-142
IK
Chloroform
ug/L
50
47.1
94
70-130
Chloromethane
ug/L
50
43.5
87
48-130
cis-1,2-Dichloroethene
ug/L
50
48.0
96
70-130
cis-1,3-Dichloropropene
ug/L
50
55.7
111
70-130
Dibromochloromethane
ug/L
50
53.7
107
70-130
Dibromomethane
ug/L
50
55.2
110
70-130
Ethylbenzene
ug/L
50
54.5
109
70-130
Iodomethane
ug/L
100
113
113
40-130
m&p-Xylene
ug/L
100
109
109
70-130
Methylene Chloride
ug/L
50
46.1
92
67-132
o-Xylene
ug/L
50
54.7
109
70-131
Styrene
ug/L
50
56.6
113
70-130
Tetrachloroethene
ug/L
50
57.9
116
69-130
Tetrahydrofuran
ug/L
500
453
91
62-130
Toluene
ug/L
50
54.2
108
70-130
trans-1,2-Dichloroethene
ug/L
50
49.5
99
70-130
trans- 1,3-Dichloropropene
ug/L
50
51.7
103
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
45.1
90
35-189
Trichloroethene
ug/L
50
56.0
112
70-130
Trichlorofluoromethane
ug/L
50
50.7
101
63-1301K
Vinyl acetate
ug/L
100
102
102
55-143
Vinyl chloride
ug/L
50
51.1
102
70-131
Xylene (Total)
ug/L
150
163
109
70-130
1,2-Dichloroethane-d4 (S)
%
88
70-130
4-Bromofluorobenzene (S)
%
98
70-130
Toluene-d8 (S)
%
100
70-130
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
3009196
3009197
MS
MSD
92496275006
Spike
Spike
MS
MSD
MS MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec
Limits
RPD
RPD Qual
1, 1, 1,2-Tetrachloroethane
ug/L
ND
20
20
19.3
17.9
96
90
73-134
7
30
1, 1, 1 -Trichloroethane
ug/L
ND
20
20
20.4
19.1
102
95
82-143
6
30
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
18.9
17.9
95
89
70-136
6
30
1,1,2-Trichloroethane
ug/L
ND
20
20
19.3
18.0
97
90
70-135
7
30
1,1-Dichloroethane
ug/L
ND
20
20
19.8
18.6
99
93
70-139
6
30
1,1-Dichloroethene
ug/L
ND
20
20
21.6
20.1
108
101
70-154
7
30
1,2,3-Trichloropropane
ug/L
ND
20
20
18.9
18.2
95
91
71-137
4
30
1,2-Dibromo-3-
ug/L
ND
20
20
29.2
23.9
146
119
65-134
20
30 M1
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
18.9
18.2
94
91
70-137
4
30
1,2-Dichlorobenzene
ug/L
ND
20
20
19.1
17.5
96
88
70-133
9
30
1,2-Dichloroethane
ug/L
ND
20
20
18.7
18.0
94
90
70-137
4
30
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 17 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE: 3009196
3009197
MS
MSD
92496275006
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
1,2-Dichloropropane
ug/L
ND
20
20
19.9
17.9
99
90
70-140
10
30
1,4-Dichlorobenzene
ug/L
ND
20
20
19.1
17.3
95
87
70-133
9
30
1,4-Dioxane (p-Dioxane)
ug/L
ND
400
400
396
350
99
87
53-168
12
30
2-Butanone (MEK)
ug/L
ND
40
40
39.8
37.4
99
94
60-139
6
30
2-Hexanone
ug/L
ND
40
40
36.6
35.3
91
88
65-138
4
30
4-Methyl-2-pentanone
ug/L
ND
40
40
36.3
33.9
91
85
65-135
7
30
(MIBK)
Acetone
ug/L
ND
40
40
40.8
37.9
102
95
60-148
7
30
Acrylonitrile
ug/L
ND
100
100
97.2
92.7
97
93
64-147
5
30
Benzene
ug/L
ND
20
20
20.1
18.0
100
90
70-151
11
30
Bromochloromethane
ug/L
ND
20
20
20.0
19.0
100
95
70-141
5
30
Bromodichloromethane
ug/L
ND
20
20
18.3
16.7
92
83
70-138
9
30
Bromoform
ug/L
ND
20
20
18.9
17.8
94
89
63-130
6
30
Bromomethane
ug/L
ND
20
20
20.7
18.4
104
92
15-152
12
30
Carbon disulfide
ug/L
ND
20
20
20.9
19.1
104
95
69-149
9
30
Carbon tetrachloride
ug/L
ND
20
20
20.7
19.1
104
95
70-143
8
30
Chlorobenzene
ug/L
ND
20
20
19.3
18.1
97
91
70-138
6
30
Chloroethane
ug/L
ND
20
20
17.0
16.2
85
81
52-163
5
30 IL
Chloroform
ug/L
ND
20
20
19.4
17.8
97
89
70-139
9
30
Chloromethane
ug/L
ND
20
20
18.6
17.7
93
88
41-139
5
30
cis-1,2-Dichloroethene
ug/L
ND
20
20
19.8
18.5
99
93
70-141
7
30
cis-1,3-Dichloropropene
ug/L
ND
20
20
20.6
18.7
103
94
70-137
10
30
Dibromochloromethane
ug/L
ND
20
20
19.7
17.9
98
89
70-134
10
30
Dibromomethane
ug/L
ND
20
20
19.7
17.6
98
88
70-138
11
30
Ethylbenzene
ug/L
ND
20
20
19.4
18.4
97
92
66-153
5
30
lodomethane
ug/L
ND
40
40
33.9
30.9
85
77
20-138
9
30
m&p-Xylene
ug/L
ND
40
40
38.3
36.0
96
90
69-152
6
30
Methylene Chloride
ug/L
ND
20
20
19.6
18.1
98
90
42-159
8
30
o-Xylene
ug/L
ND
20
20
19.1
17.9
96
89
70-148
7
30
Styrene
ug/L
ND
20
20
18.8
17.7
94
88
70-135
6
30
Tetrachloroethene
ug/L
ND
20
20
19.9
18.5
99
93
59-143
7
30
Tetrahydrofuran
ug/L
ND
200
200
184
177
92
89
70-133
4
30
Toluene
ug/L
ND
20
20
19.8
17.7
99
89
59-148
11
30
trans-1,2-Dichloroethene
ug/L
ND
20
20
21.0
19.6
105
98
70-146
7
30
trans-1,3-Dichloropropene
ug/L
ND
20
20
20.0
17.6
100
88
70-135
13
30
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
17.4
16.8
87
84
47-135
3
30
Trichloroethene
ug/L
ND
20
20
20.8
18.7
104
94
70-147
10
30
Trichlorofluoromethane
ug/L
ND
20
20
19.1
17.9
95
90
70-148
6
30
Vinyl acetate
ug/L
ND
40
40
39.3
36.0
98
90
49-151
9
30
Vinyl chloride
ug/L
ND
20
20
18.8
17.0
94
85
70-156
10
30
Xylene (Total)
ug/L
ND
60
60
57.4
53.9
96
90
63-158
6
30
1,2-Dichloroethane-d4 (S)
%
94
95
70-130
4-Bromofluorobenzene (S)
%
98
99
70-130
Toluene-d8 (S)
%
102
98
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 18 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 568462 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92495379003
METHOD BLANK: 3011933
Associated Lab Samples: 92495379003
Parameter Units
1,1,1,2-Tetrachloroethane
ug/L
1,1,1-Trichloroethane
ug/L
1,1,2,2-Tetrachloroethane
ug/L
1,1,2-Trichloroethane
ug/L
1,1-Dichloroethane
ug/L
1,1-Dichloroethene
ug/L
1,2,3-Trichloropropane
ug/L
1,2-Dibromo-3-chloropropane
ug/L
1,2-Dibromoethane (EDB)
ug/L
1,2-Dichlorobenzene
ug/L
1,2-Dichloroethane
ug/L
1,2-Dichloropropane
ug/L
1,4-Dichlorobenzene
ug/L
1,4-Dioxane (p-Dioxane)
ug/L
2-Butanone (MEK)
ug/L
2-Hexanone
ug/L
4-Methyl-2-pentanone (MIBK)
ug/L
Acetone
ug/L
Acrylonitrile
ug/L
Benzene
ug/L
Bromochloromethane
ug/L
Bromodichloromethane
ug/L
Bromoform
ug/L
Bromomethane
ug/L
Carbon disulfide
ug/L
Carbon tetrachloride
ug/L
Chlorobenzene
ug/L
Chloroethane
ug/L
Chloroform
ug/L
Chloromethane
ug/L
cis-1,2-Dichloroethene
ug/L
cis-1,3-Dichloropropene
ug/L
Dibromochloromethane
ug/L
Dibromomethane
ug/L
Ethylbenzene
ug/L
lodomethane
ug/L
m&p-Xylene
ug/L
Methylene Chloride
ug/L
o-Xylene
ug/L
Styrene
ug/L
Matrix: Water
Blank
Result
Reporting
Limit
MDL
Analyzed Qualifiers
ND
1.0
0.34
09/24/20 03:00
ND
1.0
0.18
09/24/20 03:00
ND
1.0
0.22
09/24/20 03:00
ND
1.0
0.24
09/24/20 03:00
ND
1.0
0.27
09/24/20 03:00
ND
1.0
0.24
09/24/20 03:00
ND
1.0
0.35
09/24/20 03:00
ND
5.0
0.26
09/24/20 03:00
ND
1.0
0.26
09/24/20 03:00
ND
1.0
0.29
09/24/20 03:00
ND
1.0
0.34
09/24/20 03:00
ND
1.0
0.19
09/24/20 03:00
ND
1.0
0.26
09/24/20 03:00
ND
150
56.2
09/24/20 03:00
ND
5.0
3.3
09/24/20 03:00
ND
5.0
0.57
09/24/20 03:00
ND
5.0
4.5
09/24/20 03:00
ND
25.0
6.2
09/24/20 03:00
ND
10.0
0.90
09/24/20 03:00
ND
1.0
0.15
09/24/20 03:00
ND
1.0
0.34
09/24/20 03:00
ND
1.0
0.26
09/24/20 03:00
ND
1.0
0.62
09/24/20 03:00
ND
2.0
0.62
09/24/20 03:00 v2
ND
2.0
0.40
09/24/20 03:00
ND
1.0
0.22
09/24/20 03:00
ND
1.0
0.23
09/24/20 03:00
ND
1.0
0.49
09/24/20 03:00 I L,v2
ND
5.0
2.3
09/24/20 03:00
ND
1.0
0.39
09/24/20 03:00 v2
ND
1.0
0.29
09/24/20 03:00
ND
1.0
0.30
09/24/20 03:00
ND
1.0
0.41
09/24/20 03:00
ND
1.0
0.46
09/24/20 03:00
ND
1.0
0.26
09/24/20 03:00
ND
20.0
12.5
09/24/20 03:00
ND
2.0
0.41
09/24/20 03:00
ND
5.0
3.7
09/24/20 03:00
ND
1.0
0.22
09/24/20 03:00
ND
1.0
0.27
09/24/20 03:00
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 19 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
METHOD BLANK: 3011933
Associated Lab Samples: 92495379003
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
Tetrachloroethene
ug/L
ND
1.0
0.16
09/24/20 03:00
Tetrahydrofuran
ug/L
ND
10.0
1.9
09/24/20 03:00
Toluene
ug/L
ND
1.0
0.24
09/24/20 03:00
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.25
09/24/20 03:00
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.31
09/24/20 03:00
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
0.54
09/24/20 03:00
Trichloroethene
ug/L
ND
1.0
0.22
09/24/20 03:00
Trichlorofluoromethane
ug/L
ND
1.0
0.31
09/24/20 03:00
Vinyl acetate
ug/L
ND
2.0
1.4
09/24/20 03:00
Vinyl chloride
ug/L
ND
1.0
0.24
09/24/20 03:00
Xylene (Total)
ug/L
ND
1.0
0.63
09/24/20 03:00
1,2-Dichloroethane-d4 (S)
%
94
70-130
09/24/20 03:00
4-Bromofluorobenzene (S)
%
97
70-130
09/24/20 03:00
Toluene-d8 (S)
%
103
70-130
09/24/20 03:00
LABORATORY CONTROL SAMPLE:
Parameter
3011934
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
48.6
97
70-130
1,1,1-Trichloroethane
ug/L
50
48.1
96
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
47.2
94
70-130
1,1,2-Trichloroethane
ug/L
50
49.6
99
70-130
1,1-Dichloroethane
ug/L
50
48.8
98
70-130
1,1-Dichloroethene
ug/L
50
49.2
98
70-130
1,2,3-Trichloropropane
ug/L
50
48.4
97
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
49.2
98
70-130
1,2-Dibromoethane (EDB)
ug/L
50
49.7
99
70-130
1,2-Dichlorobenzene
ug/L
50
47.8
96
70-130
1,2-Dichloroethane
ug/L
50
46.6
93
70-130
1,2-Dichloropropane
ug/L
50
49.3
99
70-130
1,4-Dichlorobenzene
ug/L
50
47.9
96
70-130
1,4-Dioxane (p-Dioxane)
ug/L
1000
998
100
59-169
2-Butanone (MEK)
ug/L
100
88.9
89
64-135
2-Hexanone
ug/L
100
91.3
91
66-135
4-Methyl-2-pentanone (MIBK)
ug/L
100
92.5
93
70-130
Acetone
ug/L
100
95.8
96
61-157
Acrylonitrile
ug/L
250
240
96
61-143
Benzene
ug/L
50
48.3
97
70-130
Bromochloromethane
ug/L
50
51.9
104
70-130
Bromodichloromethane
ug/L
50
44.9
90
70-130
Bromoform
ug/L
50
48.1
96
70-130
Bromomethane
ug/L
50
25.5
51
38-130 v2
Carbon disulfide
ug/L
50
46.5
93
68-130
Carbon tetrachloride
ug/L
50
47.3
95
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC. Page 20 of 31

Pace Analytical Services, LLC
9800
lCtaac,Analyfical ® Kiney Ave. Suite 100
Huntersville, NC 28078
0788
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
LABORATORY CONTROL SAMPLE:
Parameter
3011934
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Chlorobenzene
ug/L
50
48.0
96
70-130
Chloroethane
ug/L
50
28.3
57
37-142 IL,v2
Chloroform
ug/L
50
47.0
94
70-130
Chloromethane
ug/L
50
35.5
71
48-130 v2
cis-1,2-Dichloroethene
ug/L
50
48.3
97
70-130
cis-1,3-Dichloropropene
ug/L
50
51.6
103
70-130
Dibromochloromethane
ug/L
50
50.1
100
70-130
Dibromomethane
ug/L
50
49.5
99
70-130
Ethylbenzene
ug/L
50
47.7
95
70-130
Iodomethane
ug/L
100
91.0
91
40-130
m&p-Xylene
ug/L
100
94.6
95
70-130
Methylene Chloride
ug/L
50
46.6
93
67-132
o-Xylene
ug/L
50
48.3
97
70-131
Styrene
ug/L
50
49.1
98
70-130
Tetrachloroethene
ug/L
50
48.1
96
69-130
Tetrahydrofuran
ug/L
500
471
94
62-130
Toluene
ug/L
50
48.2
96
70-130
trans-1,2-Dichloroethene
ug/L
50
48.6
97
70-130
trans- 1,3-Dichloropropene
ug/L
50
50.0
100
70-130
trans-1,4-Dichloro-2-butene
ug/L
50
51.8
104
35-189
Trichloroethene
ug/L
50
49.5
99
70-130
Trichlorofluoromethane
ug/L
50
38.4
77
63-130
Vinyl acetate
ug/L
100
105
105
55-143
Vinyl chloride
ug/L
50
40.1
80
70-131
Xylene (Total)
ug/L
150
143
95
70-130
1,2-Dichloroethane-d4 (S)
%
90
70-130
4-Bromofluorobenzene (S)
%
100
70-130
Toluene-d8(S)
%
101
70-130
MATRIX SPIKE SAMPLE:
Parameter
3013247
Units
7342156009
Result
Spike
Conc.
MS
Result
MS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
20
21.0
105
73-134
1,1,1-Trichloroethane
ug/L
ND
20
21.6
108
82-143
1,1,2,2-Tetrachloroethane
ug/L
ND
20
21.3
106
70-136
1,1,2-Trichloroethane
ug/L
ND
20
21.3
106
70-135
1,1-Dichloroethane
ug/L
11.4
20
35.1
119
70-139
1,1-Dichloroethene
ug/L
ND
20
24.7
120
70-154
1,2,3-Trichloropropane
ug/L
ND
20
20.3
101
71-137
1,2-Dibromo-3-chloropropane
ug/L
ND
20
21.1
105
65-134
1,2-Dibromoethane (EDB)
ug/L
ND
20
21.6
108
70-137
1,2-Dichlorobenzene
ug/L
ND
20
21.7
108
70-133
1,2-Dichloroethane
ug/L
ND
20
19.2
96
70-137
1,2-Dichloropropane
ug/L
ND
20
22.4
112
70-140
1,4-Dichlorobenzene
ug/L
ND
20
21.4
107
70-133
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC. Page 21 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
MATRIX SPIKE SAMPLE:
3013247
7342156009
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
1,4-Dioxane (p-Dioxane)
ug/L
ND
400
440
110
53-168
2-Butanone (MEK)
ug/L
ND
40
43.1
108
60-139
2-Hexanone
ug/L
ND
40
40.9
102
65-138
4-Methyl-2-pentanone (MIBK)
ug/L
ND
40
41.3
103
65-135
Acetone
ug/L
ND
40
45.0
112
60-148
Acrylonitrile
ug/L
ND
100
113
113
64-147
Benzene
ug/L
ND
20
22.6
113
70-151
Bromochloromethane
ug/L
ND
20
21.6
108
70-141
Bromodichloromethane
ug/L
ND
20
18.8
94
70-138
Bromoform
ug/L
ND
20
19.9
99
63-130
Bromomethane
ug/L
ND
20
17.0
85
15-152 v3
Carbon disulfide
ug/L
ND
20
22.6
113
69-149
Carbon tetrachloride
ug/L
ND
20
20.9
105
70-143
Chlorobenzene
ug/L
ND
20
21.6
108
70-138
Chloroethane
ug/L
ND
20
21.6
108
52-163
Chloroform
ug/L
ND
20
20.3
102
70-139
Chloromethane
ug/L
ND
20
20.2
101
41-139
cis-1,2-Dichloroethene
ug/L
ND
20
22.8
112
70-141
cis-1,3-Dichloropropene
ug/L
ND
20
22.5
112
70-137
Dibromochloromethane
ug/L
ND
20
20.7
103
70-134
Dibromomethane
ug/L
ND
20
20.8
104
70-138
Ethylbenzene
ug/L
ND
20
21.7
108
66-153
lodomethane
ug/L
ND
40
34.2
86
20-138
m&p-Xylene
ug/L
ND
40
43.6
109
69-152
Methylene Chloride
ug/L
ND
20
21.8
109
42-159
o-Xylene
ug/L
ND
20
21.4
107
70-148
Styrene
ug/L
ND
20
21.8
109
70-135
Tetrachloroethene
ug/L
1.0
20
22.6
108
59-143
Tetrahydrofuran
ug/L
ND
200
222
111
70-133
Toluene
ug/L
ND
20
21.6
108
59-148
trans-1,2-Dichloroethene
ug/L
ND
20
22.7
114
70-146
trans- 1,3-Dichloropropene
ug/L
ND
20
21.3
107
70-135
trans-1,4-Dichloro-2-butene
ug/L
ND
20
19.4
97
47-135
Trichloroethene
ug/L
1.6
20
23.8
111
70-147
Trichlorofluoromethane
ug/L
3.0
20
23.5
102
70-148
Vinyl acetate
ug/L
ND
40
42.7
107
49-151
Vinyl chloride
ug/L
ND
20
21.9
110
70-156
Xylene (Total)
ug/L
ND
60
65.0
108
63-158
1,2-Dichloroethane-d4 (S)
%
90
70-130
4-Bromofluorobenzene (S)
%
100
70-130
Toluene-d8 (S)
%
100
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 22 of 31

Pace Analytical Services, LLC
9800
lCtaac,Analyfical ® Kiney Ave. Suite 100
Huntersville, NC 28078
0788
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
SAMPLE DUPLICATE: 3013246
Parameter
Units
7342156008
Result
Dup
Result
Max
RPD RPD Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
ND
30
1,1,1-Trichloroethane
ug/L
ND
ND
30
1,1,2,2-Tetrachloroethane
ug/L
ND
ND
30
1,1,2-Trichloroethane
ug/L
ND
ND
30
1,1-Dichloroethane
ug/L
11.6
10.9
6 30
1,1-Dichloroethene
ug/L
ND
0.74J
30
1,2,3-Trichloropropane
ug/L
ND
ND
30
1,2-Dibromo-3-chloropropane
ug/L
ND
ND
30
1,2-Dibromoethane (EDB)
ug/L
ND
ND
30
1,2-Dichlorobenzene
ug/L
ND
ND
30
1,2-Dichloroethane
ug/L
ND
ND
30
1,2-Dichloropropane
ug/L
ND
ND
30
1,4-Dichlorobenzene
ug/L
ND
ND
30
1,4-Dioxane (p-Dioxane)
ug/L
ND
ND
30
2-Butanone (MEK)
ug/L
ND
ND
30
2-Hexanone
ug/L
ND
ND
30
4-Methyl-2-pentanone (MIBK)
ug/L
ND
ND
30
Acetone
ug/L
ND
ND
30
Acrylonitrile
ug/L
ND
ND
30
Benzene
ug/L
ND
ND
30
Bromochloromethane
ug/L
ND
ND
30
Bromodichloromethane
ug/L
ND
ND
30
Bromoform
ug/L
ND
ND
30
Bromomethane
ug/L
ND
ND
30
Carbon disulfide
ug/L
ND
ND
30
Carbon tetrachloride
ug/L
ND
ND
30
Chlorobenzene
ug/L
ND
ND
30
Chloroethane
ug/L
ND
ND
30
Chloroform
ug/L
ND
ND
30
Chloromethane
ug/L
ND
ND
30
cis-1,2-Dichloroethene
ug/L
ND
ND
30
cis-1,3-Dichloropropene
ug/L
ND
ND
30
Dibromochloromethane
ug/L
ND
ND
30
Dibromomethane
ug/L
ND
ND
30
Ethylbenzene
ug/L
ND
ND
30
lodomethane
ug/L
ND
ND
30
m&p-Xylene
ug/L
ND
ND
30
Methylene Chloride
ug/L
ND
ND
30
o-Xylene
ug/L
ND
ND
30
Styrene
ug/L
ND
ND
30
Tetrachloroethene
ug/L
1.1
1.0
4 30
Tetrahydrofuran
ug/L
ND
ND
30
Toluene
ug/L
ND
ND
30
trans-1,2-Dichloroethene
ug/L
ND
ND
30
trans- 1,3-Dichloropropene
ug/L
ND
ND
30
trans-1,4-Dichloro-2-butene
ug/L
ND
ND
30
Trichloroethene
ug/L
1.5
1.4
9 30
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC. Page 23 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 02220306.04 T 1
Pace Project No.: 92495379
SAMPLE DUPLICATE: 3013246
Parameter
Trichlorofluoromethane
Vinyl acetate
Vinyl chloride
Xylene (Total)
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
QUALITY CONTROL DATA
Units
7342156008
Result
Dup
Result
ug/L
3.1
2.9
ug/L
ND
ND
ug/L
ND
ND
ug/L
ND
ND
%
95
87
%
97
102
102
107
Max
RPD RPD Qualifiers
6 30
30
30
30
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 24 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 568339 Analysis Method: SM 2320B-2011
QC Batch Method: SM 2320B-2011 Analysis Description: 2320E Alkalinity
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92495379001, 92495379002
METHOD BLANK: 3011175 Matrix: Water
Associated Lab Samples: 92495379001, 92495379002
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Alkalinity, Total as CaCO3 mg/L ND 5.0 5.0 09/23/20 13:03
LABORATORY CONTROL SAMPLE: 3011176
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Alkalinity, Total as CaCO3 mg/L 50 50.3 101 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3011177 3011178
MS MSD
92494865015 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Alkalinity, Total as CaCO3 mg/L 165 50 50 218 219 106 109 80-120 1 25
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3011179 3011180
MS MSD
92495804001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Alkalinity, Total as CaCO3 mg/L 21.7 50 50 73.0 72.5 102 102 80-120 1 25
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 25 of 31

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 02220306.04 T 1
Pace Project No.: 92495379
QC Batch: 566602
Analysis Method: EPA 300.0 Rev 2.1 1993
QC Batch Method: EPA 300.0 Rev 2.1
1993
Analysis Description: 300.0 IC Anions
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92495379001, 92495379002
METHOD BLANK: 3002819
Matrix: Water
Associated Lab Samples: 92495379001, 92495379002
Blank Reporting
Parameter
Units
Result Limit
MDL
Analyzed Qualifiers
Chloride
mg/L
ND 1.0
0.60 09/15/20 22:16
Sulfate
mg/L
ND 1.0
0.50 09/15/20 22:16
LABORATORY CONTROL SAMPLE:
3002820
Spike LCS
LCS
% Rec
Parameter
Units
Conc. Result
% Rec
Limits Qualifiers
Chloride
mg/L
50 52.7
105
90-110
Sulfate
mg/L
50 52.6
105
90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3002821 3002822
MS MSD
92495498003
Spike Spike MS
MSD
MS MSD % Rec
Max
Parameter Units
Result
Conc. Conc. Result
Result
% Rec % Rec Limits
RPD RPD Qual
Chloride mg/L
ND
50 50 49.8
49.1
100 98 90-110
1 10
Sulfate mg/L
ND
50 50 49.9
48.3
100 97 90-110
3 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3002926 3002927
MS MSD
92495498002
Spike Spike MS
MSD
MS MSD % Rec
Max
Parameter Units
Result
Conc. Conc. Result
Result
% Rec % Rec Limits
RPD RPD Qual
Chloride mg/L
4.9
50 50 57.2
54.1
105 98 90-110
6 10
Sulfate mg/L
28.3
50 50 81.3
78.4
106 100 90-110
4 10
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: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC.
Page 26 of 31

Pace Analytical Services, LLC
9800
lCtaac,Analyfical ® Kiney Ave. Suite 100
Huntersville, NC 28078
0788
www.pacelabs.com [phone]
QUALIFIERS
Project: 02220306.04 T 1
Pace Project No.: 92495379
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.
ANALYTE QUALIFIERS
IK The recalculated concentration of the calibration standard(s) did not meet method acceptance criteria; this result should
be considered an estimated value.
IL This analyte exceeded secondary source verification criteria low for the initial calibration. The reported results should be
considered an estimated value.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
v2 The continuing calibration verification was below the method acceptance limit. The analyte was not detected in the
associated samples and the sensitivity of the instrument was verified with a reporting limit check standard.
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
This report shall not be reproduced, except in full,
Date: 09/25/2020 10:23 AM without the written consent of Pace Analytical Services, LLC. Page 27 of 31

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
02220306.04 T 1
92495379
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92495379001
MW-17R
EPA 3010A
568135
EPA 6010D
568283
92495379002
MW-17DR
EPA 3010A
568135
EPA 6010D
568283
92495379001
MW-17R
EPA 3010A
567587
EPA 6020B
567601
92495379002
MW-17DR
EPA 3010A
567587
EPA 6020B
567601
92495379001
MW-17R
EPA 7470A
567409
EPA 7470A
567502
92495379002
MW-17DR
EPA 7470A
567409
EPA 7470A
567502
92495379001
MW-17R
EPA 8260D
567805
92495379002
MW-17DR
EPA 8260D
567805
92495379003
TB
EPA 8260D
568462
92495379001
MW-17R
SM 2320B-2011
568339
92495379002
MW-17DR
SM 2320B-2011
568339
92495379001
MW-17R
EPA 300.0 Rev 2.1 1993
566602
92495379002
MW-17DR
EPA 300.0 Rev 2.1 1993
566602
Date: 09/25/2020 10:23 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 28 of 31

Document Name: Document Revised: February 7, 2018
5ample Condition Upon Recei t(SCUR) Page I of 2
AnaWal Document No.; Issuing Authority:
F•CAR-CS-033•Rev.06 Pate Carolinas Quality Office
Laboratory receiving samples: Mechanicsville
Asheville ❑ Eden❑ Greenwood ❑ HLfntersvill?. ] Raleigh❑ ❑
ConditionClient Name: , Project 4: WQ# : 92495379
Upon Recpipl fJ- �11 ili�Ql'1 ` ` }
Courier: ❑Fed Ex UPS ❑LISPS Client
❑ Commercial []Pace ❑Other: 92493379
r—I.. i✓tf ea..ic I.,r5rt7 (7ypt I�No
flatelinitlais Person Examining Contents:
Bubble Bags ❑ Other Biological Tissue Frozeni n
Packing Material, ❑Bubble Wrap g ❑None ❑Yes �No []N/A
Thermarne3Y 92TO61 Type of ice: wet ❑slue []None
IR Gun ID;
TT
Cooler Temp (°Cl: Correction Factor: Add/Subtract CQ 0.0 Temp shauid be above freezing to 6°C
:
❑samples out of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected [°C)
has begun
USDA Regulated Sail (0 NIA, water sample)
Did samples originate :n a quarantine zone withlrr the United States: CA, NY, or SC (check rnapsl? Did samples originate From a foreign source Ilnternationaily,
i fYe5 nNc IndudingHamll and Puerto Aicoj? ❑Yes ❑No
_,.7n........ar.,.
Chain of Custody Present?
Samples Arrived Nithiri Hold Time?
Short Hold TmeAnalysis (<72 hr.)?
Rush Turn Award Time Requested?
Sufficient Volume?
Correct Containers Used?
-Pace Containers Used?
Containers Intact?
Dissolved analysis: Samples Field Filtered?
Sample tabds Natch COO
-includes DateiTime/ID/Analysi
Headspace in VOA Vials (>5-Gmm)
Trip Blank Present?
Trip Blank Custody Seals Present?
COMMENTS/SAPARE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Yes
[]NO
NA
❑NIA 1•
yes
❑No
i]N/A 2.
❑Yes
No
❑NIA 3.
[-]Yes
No
4.
ZYes
❑Na
❑N/A 5•
Dyes
[]NO
[]N/A 6.
-[]]Yes ❑No ❑NIA 7.
❑Yes ZNo ❑N/A S.
aes ❑No ❑N/A 9.
'Yes ❑No
Date/Time:
Lot ID of spit containers:
Project Manager SCURF Review: Date:
Date:
Project Manager SRF Review:
Fteld Date Required? ❑Yes ONO
Page 29 of 31

ceAnaVicaf
WWw p�C11�A5.�ON
Section A
Required Client Information:
Section 8
Required Project Information:
CHAIN -OF -CUSTODY 1 Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section C
Invoice Information:
Pane - 1 W 1
Company: SCS Engineers
Report To: Jared Hamela
Attention
Address: 2520Whitehall Park Dr
Copy To
Company Name:
Suite 450. Charlotte, NC 28273
Address,
Re ulatory Agency
Email: jhamela scseneers.corr
gin
Purchase Order #.
Pace Quote.
Phone. Fax
Project Name: 02220306.04 T 1
Pace Project Manager [e-mail],
State I location
Requested Die Dale: u,
Project #:
Pace Prufile i3: 2441-1
NC
Request
Anal
sis
Pillared
YIN
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MATRIX CODE
—
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Sample ids must be unique Tl:s°e 7s
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ADDITIONAL COMMENTS
RELINQUISHED BY I AFFILIATION
DATE
TIME
-±LLLI
ACCEPTED BY I AFFILIATION
DATE
TIME
SAMPLECONDITIONS
SAMPLER NAME AND SIGNATURE
o
PRINT Name of SAMPLER:
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SIGNATURE of SAMPLER:
DATE Signed: f
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Document Name: Document Revised: February 7, 2018
a Sample Condition Upon Recelpt(SCUR) Page 1 of 2
—` GeAnalytical Document No.: Issuing Authority:
F-CAR-CS-033-Rev,06 Pace Carolinas Quaiity Office
}Check stark top half of box if pH and/or dechlorination Is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, ORO/8015 (water) DOC, LLHg
"Bottom half of box is to list number of bottle
Project # W4# : 92495379
PM: BV Due Date: 09/29/20
CLIENT: 92—SCS CHLT
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pH Adjustment Log for Preserved Samples
Sample 10 Type of Preservative pH upon receipt Date preservation adjusted Time preservallon Amount of Preservative Lot p
adjusted added
Nate: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sort to the North Carolina DEHNR Certification Office (I.e.
Out of hold, Incorrect preservative, out of temp, incorrect containers.
Page 31 of 31