0905_Bladen_C&D_Dec21_Monitoring_FID174307_20220714

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DENR USE ONLY ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public 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 213 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 (laboratory, consultant, facility owner):
Smith Gardner, Inc.
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Seth C. Rickerts, P.G.
E-mail: [e-mail]
Phone: [phone] x 135
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
Bladen Co. C&D Landfill 1522
52 Mercer Mill Road, Elizabethtown, 09-05 .0500 December 21, 2021
NC
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑X Detection Monitoring ❑ Assessment Monitoring Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data El
water monitoring data
Methane gas monitoring data
Corrective action data (specify)
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.
Seth C. Rickerts, P.G. Project Geologist 919-828-0577 x 135
Facility Reren�at�i' e�Nase (Print)
Signature
14 N. Boylan Ave, Raleigh, NC 27603
Title
Facility Representative Address
C0828
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
7/14/2022
Date
(Area Code) Telephone Number
Affix NC Licensed/ Professional Geologist Seal
CA
_-� SEAL7/14/2G22
2758
oLoG � QAl
ti c...R�.�,,
,�1j,,I1I,L1111 64101�`s

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December2021 Semi -Annual Groundwater Monitoring Report
Bladen County CH Landfill
NC Solid Waste Permit No. 09-05
Prepared for:
Bladen County Solid Waste Management
1522 Mercer Mill Road
Elizabethtown, North Carolina 28337
0
July 2022
Prepared by:
NELIC.N9.PWO (ENGINEERING)
SMITH -GARDNER
14 N. Boylan Avenue, Raleigh NC 27693 1919.828.057?
? PRINTED CN 100% RECYCLED PAPER
© 2022Smith Gardner; Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed on by the client and Smith Gardner; Inc.

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December2021 Groundwater Monitoring Report
Bladen County EBB Landfill
NC Solid Waste Permit No. 09-05
Prepared For:
Bladen County Solid Waste Management
Elizabethtown, North Carolina
S+G Project No. Bladen 08-04
F0
1`Z.hi e-i V {QVLi�1�ieA
D73bIIR
DanielJ. Pantaleo
Staff Environmental Technician
OQ;
DocuSigned by:
S'AL2/14/
2758
Seth C. Rickerts, P.G."':`��y�: �LOG
` .¢,.�
Project Geologist c" G
''''�,R�,'''''•
July 2022
NCLIC.NO.F-1370 (ENGINEERING)
SMITH GARDNER
14 N. Boylan Avenue, Raleigh NC 2?603 1 g19.m 0577
22

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Bladen CountyCRD Landfill
NC Solid Waste Permit No. o9-o5
December2021 Groundwater Monitoring Report
Table of Contents
Paqe
1.0 INTRODUCTION.............................................................................................................
2.0 SITE GEOLOGY...............................................................................................................
3.0 SAMPLING LOCATIONS.................................................................................................
4.0 SAMPLING PROCEDURES.............................................................................................
5.0 FIELD AND LABORATORY RESULTS..............................................................................
5.1 Field Parameter Results........................................................................................
5.2 Laboratory Results................................................................................................
5.2.1 Inorganic Constituent Results...................................................................
5.2.2 Organic Constituent Results......................................................................
6.0 GROUNDWATER CHARACTERIZATION..........................................................................
7.0 CONCLUSIONS..............................................................................................................
FIGURE
Figure 1 Groundwater Potentiometric Map
TABLES
Table 1 Groundwater Elevation Data
Table 2 Field Parameters
Table 3 Detected Constituents
APPENDICES
Appendix A Laboratory Analytical Report
1
1
1
1
2
2
2
2
2
3
3
Bladen County CBD Landfill December 2021 Groundwater Monitoring Report
July 2022 Table of Contents Page i

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1.0 INTRODUCTION
The Bladen County Construction and Demolition (C&D) Landfill, currently operating under Solid
Waste Permit # 09-05 (C&D) and 15A NCAC 13B.0544, is required to perform semi-annual
groundwater monitoring. This report presents the results for the sampling event reportedly
performed on December 21, 2021, in compliance with NC Solid Waste Regulations.
The groundwater monitoring network for the C&D landfill includes seven groundwater
monitoring wells. As specified in rule 15A NCAC 13B .0544 (j) and the November 5, 2014
Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic Document Submittal
Memo', this report includes a field procedure summary, laboratory analyses, results summary
tables and Solid Waste Section (SWS) Environmental Monitoring Report Form for the C&D site.
2.0 SITE GEOLOGY
The Bladen Co. landfill is located off Highway 87 just east of Elizabethtown in the Coastal Plain
physiographic province. According to the Geologic Map of North Carolina 09851 this area is
underlain by the Black Creek Formation, which is characterized by gray to black lignitic clay
with thin beds of fine-grained sands and thick lenses of cross-grained sand.
3.0 SAMPLING LOCATIONS
The sampling event, reportedly performed by Environment 1, Inc. (Greenville, NC) personnel on
December 21, 2021 involved collecting samples from seven groundwater wells (MW-1, MW-2,
MW-3, MW-4, MW-5, MW-5A and MW-61, shown in Figure 1. MW-1 serves as the upgradient,
background well for this site.
4.0 SAMPLING PROCEDURES
Reported sampling methods followed the protocol outlined in the North Carolina Water Quality
Monitoring Guidance Document for Solid Waste Facilities (Department of Environmental Quality,
(DEQ), Division of Waste Management (DWM)). The depth to water in each well was gauged
prior to purging and sampling. Field measurements for pH, specific conductivity, temperature,
and turbidity were recorded at each monitoring location. Water table elevations are included in
Table 1.
Samples were reportedly collected by Environment 1, Inc. personnel and placed in laboratory
prepared containers for the specified analytical procedures using laboratory cleaned Teflon
bailers. Groundwater samples were properly preserved, placed on ice and transported to the
laboratory facility (Environment 1, Inc.), within the specified holding times for each analysis.
1 Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic Document Submittal Memo, NCDENR - Solid Waste
Section, November 5, 2014.
Bladen County C6D Landfill December 2021 Groundwater Monitoring Report
July 2022 Page 1

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5.0 FIELD AND LABORATORY RESULTS
5.1 Field Parameter Results
Temperature, pH, specific conductance, and turbidity were measured in the field at the
time of sampling. The field parameter results are summarized in Table 2 and have
remained consistent with previously reported sampling events.
5.2 Laboratory Results
Samples were transported to the laboratory facility under proper chain of custody and
analyzed for Appendix I parameters with additional required C&D constituents. The
laboratory report is included as Appendix A.
Table 3 presents the detected constituents with their Method Detection Limit (MDL), and
NC 2L Standard. Constituents detected between the MDL and the Method Reporting
Limit (MRL) are identified by the laboratory as "J" values.
5.2.1 Inoroanic Constituent Results
Two constituents, iron (MW-1, MW-2, MW-3, MW-4, MW-5, and MW-61 and
manganese (MW-1, MW-4, MW-5, and MW-61, were detected above their 2L
Standards this event. The detections for iron and manganese are consistent with
historical results for the site and are naturally occurring in soils in this area of
North Carolina. It should be noted that the detections occurred in monitoring
well MW-1, which serves as the upgradient well for the site. Further, turbidity in
all samples collected was measured below 10 NTUs, indicating these samples
are representative of aquifer conditions. There were no other inorganic
constituents that exceeded established regulatory standards.
Indicator parameters of sulfate, chloride, total dissolved residue, and total
alkalinity were detected at quantifiable values, or concentrations above the MDL
in most of the samples collected during this event. No indicator parameters were
detected above their 2L standards this sampling event.
5.2.2 Organic Constituent Results
No organic constituents were reported above their 2L Standards in samples
collected for this event. J-value concentrations for chloroform was detected in
samples collected from the upgradient monitoring well, MW-1. This is the sixth
consecutive sampling event in which chloroform has been detected in MW-1,
albeit within regulatory standards. Detections of chloroform will continue to be
monitored and evaluated.
Bladen County C6D Landfill December 2021 Groundwater Monitoring Report
July 2022 Page 2

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6.0 GROUNDWATER CHARACTERIZATION
A potentiometric map (Figure 1) for the uppermost aquifer, was prepared from the groundwater
elevation data gathered during this sampling event. Elevations indicate that groundwater in the
C&D area is flowing generally to the north. Hydraulic conductivity data is not available for these
wells so groundwater velocities could not be calculated.
7.0 CONCLUSIONS
The inorganic constituents iron and manganese, which exceeded 2L Standard limits in most
monitoring locations, were detected at quantifiable concentrations in all samples collected
during this event, including the upgradient (background) location. The widespread detections in
all monitoring locations can be attributed to the natural occurrence of these constituents as the
turbidity of the samples was below 10 NTUs.
The next groundwater monitoring event is scheduled for Spring 2022. A report will be prepared
following receipt of laboratory data and submitted to NCDEQ and Bladen County.
Bladen County C6D Landfill December 2021 Groundwater Monitoring Report
July 2022 Page 3

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I1[dil1M
December 2021 Groundwater Monitoring Report
Bladen County CAD Landfill
NC Solid Waste Permit No.o9-o5

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TOC=5 .18 HOC 53.27
I /
DT DTW--U3' v / w m LmJ6J
so / G E=44,18 ✓ / L \ GWE=43.44 N
MW-5A / \ , o 0
TOC=51.85 �� ( _ _ / \ / w ® E a
'DTW=5.80
GWE=46.05
T'OC 52.26 4 I \ I l \ \ N o
_ \ 1 TOCA551J71 / I DTW=7.90
DTW=9.l�1
G)N►F`42.20� GWE=44.36F. �J=
' �U
C&D LANDFILL J 46 I \ I m
/ \\\ I^ MW
4 CD
�W E \43-U-1 1-1 ` l i \ — ^ � ) w Zo
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Sp // J / a a
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ROA aACCESS 89
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DTW=22.95
'GWE=51.94_ \ \\\\\ \ \ m
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LEGEND
PROPERTY LINE (SEE REFERENCE 3) N
STREAM m N
/POND/DITCH BOUNDARY
\ z J
`Z)' 50 � POTENTIOMETRIC CONTOUR a
DASHED WHERE INFERRED
GROUNDWATER FLOW DIRECTION
/
A
MW-1 MONITORING WELL DESIGNATION
TOC= TOP OF CASING
DTW= DEPTH TO WATER Q
GWE= GROUNDWATER ELEVATION z Ljj
INDICATES ELEVATION NOT USED o
I \ \ \\ \ \ \ \ \ \ \ \ 1 I III
FOR CONTOURING co
= c"
/ REFERENCES �W 1 111
1. WELL LOCATIONS FROM FIELD SURVEY DATED 10/27/08 BY WALKER _ m
SURVEYING COMPANY, ELIZABETHTOWN, NC. _ .��
2. PROPERTY LINE FROM DEED REFERENCE FOR BLADEN COUNTY C&D
\ \ _ \\� ��\\\ \I �\ \\\ \ \\ \ \\ \ \ \ I I I I I I \\\\ I I / \ \ \\ \\ \ \\ \ \ — _ — \ LANDFILL TRACT, DEED BOOK 439, PAGE 563. c-3 � .. .
\\ \\\\ \ \\\ I 1 I I I 1 \ \\\\\\\\ \`I ( i(� (� �) I \ \ �\ _ __ ____ _ �� \\- 3. DEPTH TO WATER MEASUREMENTS COLLECTED BY ENVIRONMENT 1 , —m =
i/ / �� =\\ \\ \ PERSONNEL ON DECEMBER 21, 2021. oQ LLJ
4. OVERALL BASE TOPOGRAPHY FROM NORTH CAROLINA GIS DEPT., BASED o
770 I I \ i ON LIDAR DATA DATED MARCH 2O05. °O a
o
0 200' 400' o
91027 S 1th Gardn r, I .I

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December 2021 Groundwater Monitoring Report
Bladen County CAD Landfill
Solid Waste Permit No. 09-05

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SMITH GARDNER
`• • • i; .
Illy:•: �: .�r
Ground
Well
Well
Total Well
TOC
Groundwater
Screen
Surface
Depth to
Screen
Well
Installation
Latitude
Longitude
Diameter
Depth (feet
Elevation
Elevation
Interval
Elevation
Water (feet)
Geology
Date
(inches)
bgs)
(feet amsl)
(feet)
(feet bgs)
(feet amsl)
M W-1
NA
34.61121
78.59617
2
27.71
72.96
74.89
22.95
51.94
18- 28
NA
M W- 2
NA
34.61297
78.59503
2
24.97
50.34
52.26
7.90
44.36
15- 25
NA
M W- 3
NA
34.61307
78.59565
2
26.82
51.08
53.27
9.83
43.44
17- 27
NA
M W- 4
NA
34.61335
78.59627
2
27.87
47.54
50.18
6.00
44.18
18- 28
NA
M W- 5
NA
34.61277
78.59669
2
24.92
50.80
51.71
9.51
42.20
15- 25
NA
MW-5A
NA
34.61279
78.59669
2
46.82
50.35
51.85
5.80
46.05
37-47
NA
M W- 6
NA
34.61224
78.59691
2
20.40
56.89
58.94
15.76
43.18
10.5- 20.5
NA
NOTE:
1. Well locations and elevations provided byWalker Surveying Co., Elizabethtown, NC from field survey conducted on 10/27/08.
2. Total Well Depth and Depth to Water from Environment 1 laboratory report dated 12/21/21, Client ID# 6073.
3. Assumed 2 in well diameter and 10ft screen
4. NA= Not Available
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SMITH GARDNER Ffdd
Pawdas
:.•- to f�� . •
Well
Temperature
('Celsius)
Conductivity at25°C
(µS/cm)
pH
(Standard Units)
Turbidity(NTUs)
M W-1
11
669
4.6
2.79
MW-2
15
136
5.2
2.51
M W- 3
11
133
5.9
8.34
M W- 4
13
203
6.4
6.25
M W- 5
13
568
4.4
3.87
M W- 5A
13
104
6.4
3.17
MW-6
13
117
1 5.2
3.23
NOTE:
1. Data from Environment 1 laboratory report dated 12/21/2021, Client ID# 6073.
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SMITH GARDNERe3 Y=
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Monitoring Results
Station Name
Units
NC2L
MW-1
MW-2
MW-3
MW-4
MW-5
MW-5A
MW-6
Sam ple Date
12/21/2021
12/21/2021
12/21/2021
12/21/2021
12/21/2021
12/21/2021
12/21/2021
Metals
Arsenic
u /l
10
0.36 J
0.21 J
Barium
u /1
700
1 14.9
16.2
9.8 J
27.9
18.5
5.6 J
7 J
Cadmium
u /l
2
0.35 J
0.08 J
0.05 J
0.06 J
Chromium
u /l
10
0.61 J
11
0.24 J
Iron
u /l
300
2183
2937
2076
2324
17926
45J
834
Lead
u /l
15
0.3 J
0.111
0.04 J
0.35 J
0.06 J
Manganese
u /l
50
206
46
38
58
52
73
Selenium
u /l
20
0.94 J
1
0.61 J
0.06 J
Other
Alkalinity, Total (as CaCO3
m /I
NE
7
29
36
6
Chloride
m /I
NE
6
7
9
19
129
4
2
Chloroform
u /I
70
1.04 J
Sulfate
m /I
NE
119
25.8
33.6
35.8
36.3
8.6
28.9
Total Dissolved Solids
m /I
NE
220
120
120
180
300
100
87
NOTES:
ug/L = micrograms per I iter
BOLD = Constituent exceeds NCACO2L or GWP regulatory limits
BOLD = Constituent exceeds NCACO2B or 2B Protection regulatory limits
J = Lab estimated concentration
BDL =constituent is below laboratory detection limits
NA = Not Anal yzed
MRcjeds\GinindEr tritercrj2GanJndaltritergRp3tslBatnaurtABatrit027.Ba3iGMlMBa nGMI221TEHEs

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Appendix A
Laboratory Analytical Report
December 2021 Groundwater Monitoring Report
Bladen County CAD Landfill
Solid Waste Permit No. 09-05

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EHW'UT@flH&W % kdTP0TM%d
Drinking Water ID: 37715
Wastewater ID: 10
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
BLADEN COUNTY C&D
MS. JOAN SMYTH
SMITH GARDNER, INC.
14 NORTH BOYLAN AVE.
RALEIGH, NC 27603
PHONE [phone]
FAX [phone]
ID#: 6073
DATE COLLECTED: 12/21/21
DATE REPORTED : 06/17/22
REVIEWED BY: -��' l / �•
MW-1
MW-2
MW-3
MW-4
PARAMETERS
MDL
MRL
PH (field measurement), Units
4.6
5.2
5.9
6.4
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
--- U
7
--- U
29
Chloride, mg/1
1.0
1.0
6
7
9
19
Total Dissolved Residue, mg/l
10
10
220
120
120
180
Sulfate, mg/1
5.0
5.0
119
25.8
33.6
35.8
Arsenic, ug/1
0.08
5.0
0.36 J
--- U
--- U
--- U
Barium, ug/l
0.04
10.0
14.9
16.2
9.8 J
27.9
Cadmium, ug/l
0.04
1.0
0.35 J
0.08 J
0.05 J
--- U
Total Chromium, ug/l
0.12
5.0
0.61 J
--- U
Total Chromium, ug/1
0.12
5.0
--- U
--- U
iron, ug/1
4.96
50.0
2183
2937
2076
2324
Manganese, ug/1
0.31
10.0
206
46
38
58
Lead, ug/1
0.03
5.0
0.30 J
0.11 J
0.04 J
--- U
Mercury, ug/1
0.05
0.20
--- U
--- U
--- U
--- U
Selenium, ug/l
0.05
10.0
0.94 J
--- U
--- U
--- U
Silver, ug/1
0.22
5.0
--- U
--- U
--- U
--- U
Conductivity (at 25c), uMhos/cm
1.0
1.0
669
136
133
203
Temperature, °C
11
15
11
13
Static Water Level, feet
22.95
7.90
9.83
6.00
Well Depth, feet
27.71
24.97
26.82
27.87
Turbidity (Field), NTU
1.0
1.0
2.79
2.51
8.34
6.25
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.
MW-5 Analysis Method
Date Analyst Code
4.4 12/21/21 PJC 4500HB-11
--- U 12/28/21 DNS 2320B-11
129 12/23/21 DIJ 4500CLB-11
300 12/28/21 BLV D5907-13
36.3 01/08/22 LFJ 4500SO42HII
0.21 J 12/29/21 NAB EPA200.8
18.5 01/06/22 NAB EPA200.8
--- U 12/29/21 NAB EPA200.8
12/29/21 NAB EPA200.8
1.0 J 01/06/22 NAB EPA200.8
17926 01/12/22 LFJ EPA200.7
52 01/12/22 LFJ EPA200.7
0.35 J 12/29/21 NAB EPA200.8
--- U 12/22/21 MTM 245.1 R3-94
0.61 J 12/29/21 NAB EPA200.8
--- U 01/11/22 NAB EPA200.8
568 12/21/21 PJC 2510E-11
13 12/21/21 PJC 255OB-10
9.51 12/21/21 PJC
24.92 12/21/21 PJC
3.87 12/21/21 PJC 2130E-11

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EflAnNE&M Flo hCopumbd
Drinking Water ID: 37715
Wastewater ID: 10
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
BLADEN COUNTY C&D
MS. JOAN SMYTH
SMITH GARDNER, INC.
14 NORTH BOYLAN AVE.
RALEIGH, NC 27603
PHONE [phone]
FAX [phone]
ID#: 6073
DATE COLLECTED: 12/21/21
DATE REPORTED : 06/17/22
REVIEWED BY:
✓- �i' l✓
MW-5A
MW-6 Trip
Analysis
Method
PARAMETERS
MDL
MRL
Blank
Date Analyst
Code
6.4
5.2
12/21/21
PJC
4500HB-11
PH (field measurement), Units
6
12/28/21
DNS
2320B-11
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
36
12/23/21
DIJ
4500CLB-11
Chloride, mg/1
1.0
1.0
4
2
87
12/28/21
BLV
D5907-13
Total Dissolved Residue, mg/1
10
10
100
01/08/22
LFJ
4500SO42Ell
Sulfate, mg/1
5.0
5.0
8.6
28.9
U
12/29/21
NAB
EPA200.8
Arsenic, ug/l
0.08
5.0
--- U
5.6 J
---
7.0 J
01/06/22
NAB
EPA200.8
Barium, ug/l
0.04
10.0
U
12/29/21
NAB
EPA200.8
Cadmium, ug/l
0.04
1.0
0.06 J
---
0.24 J
01/06/22
NAB
EPA200.8
Total Chromium, ug/1
0.12
5.0
--- U
834
01/12/22
LFJ
EPA200.7
Iron, ug/1
4.96
50.0
45 J
73
01/12/22
LFJ
EPA200.7
Manganese, ug/l
0.31
10.0
--- U
U
0.06 J
12/29/21
NAB
EPA200.8
Lead, ug/1
0.03
5.0
---
U
12/22/21
MTM
245.1 R3-94
Mercury, ug/l
0.05
0.20
--- U
---
0.06 J
12/29/21
NAB
EPA200.8
Selenium, ug/l
0.05
10.0
--- U
U
01/11/22
NAB
EPA200.8
Silver, ug/1
0,22
5.0
--- U
104
---
117
12/21/21
PJC
251OB-11
Conductivity (at 25c), uMhos/cm
1.0
1.0
12/21/21
PJC
2550B-10
Temperature, °C
13
5.80
13
15.76
12/21/21
PJC
Static Water Level, feet
46.82
20.40
12/21/21
PJC
Well Depth, feet
1.0
3.17
3.23
12/21/21
PJC
2130E-11
Turbidity (Field), NTU
1.0
J = Estimated value between the MDL and MRL, U - Below ALL Quantitation Limits.

DocuSign Envelope ID: EDB05838-6FB2-4230-BA8F-E80429FE4834
ElMomfiR(M Flo h(C;nuo ughd
Drinking Water ID: 37715
Wastewater ID: 10
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: BLADEN COUNTY C&D
MS. JOAN SMYTH
SMITH GARDNER, INC.
14 NORTH BOYLAN AVE.
RALEIGH, NC 27603
REVIEWED BY:
VOLATILE ORGANICS
c,nr wswmvnn Qognn R4 (18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6073
ANALYST: JAP
DATE COLLECTED: 12/21/21 Page: 1
DATE ANALYZED: 01/03/22
DATE REPORTED: 06/17/22
PARAMETERS, ug/1
MDL
::MRLj
MW-1
MW-2
MW-3
MW-4
MW-5
0.77
3.000
--- U
--- U
_-- U
--- U
--- U
1. Chloromethane
--- U
--- U
2. Vinyl Chloride
0.12
0.200
--- U
--- U
--- U
--- V
3. Bromomethane
0.67
10.000
--- U
--- U
--- U
--- U
--- V
4. Chloroethane
0.48
10.000
--- U
--- U
--- U
--- V
--- V
5. Trichlorofluoromethane
0.24
1.000
--- U
--- U
U
--- U
--- U
6. 1,1-Dichloroethene
0.17
5.000
--- U
--- U
---
--- U
--- U
--- U
7. Acetone
9.06
100.000
--- U
--- U
U
--- U
---
S. Iodomethane
. 026
10.000
--- U
--- U
---
-- U
--- U
--_ U
9. Carbon Disulfide
0.23
100.000
--- U
"-- U
--- U
--- U
10. Methylene Chloride
0.64
1.000
--- U
--- U
--- U
11. trans-1,2-Dichloroethene
0.23
5.000
--- U
--- U
--- U
U
--- U
--- U
12. 1,1-Dichloroethane
0.20
5.000
--- U
--- U
___
--- U
--- V
--- V
0.20
50.000
--- U
--- U
13, Vinyl Acetate
--- U
---
U
14. Cie-1,2-Dichloroethene
0.25
5.000
--- U
--- U
--- U
--- U
15. 2-Butanone
2.21
100.000
--- U
--- U
U
--- U
---
16, Bromochloromethane
0.27
3.000
--- U
--- U
---
U
--- U
--- U
0.25
5.000
1.04 J
--- U
---
17. Chloroform
--- U
--- U
--- U
--- V
18, 1,1,1-Trichloroethane
0.19
1.000
--- U
U
--- U
--- V
19, Carbon Tetrachloride
0.04
0.200
--- U
--- U
---
V
0.24
1.000
--_ V
- - U
---
20. Benzene
U
--- U
U
21. 1,2-Dichloroethane
0.02
0,200
---
--- U
--- U
--- U
22. Trichloroethene
0.23
1.000
--- U
--- U
--- U
--- U
--- U
23, 1,2-Dichloropropane
0.04
0.200
--- U
--- U
--- U
--- U
---U
24. Bromodichloromethane
0.04
0.200
--- U
--- U
U
- U
U
25, Cie-1,3-Dlchloropropene
0.06
0.200
--- U
--- U
--- U
--- V
--- V
26. 4-Methyl-2-Pentanone
1,19
100.000
--- U
--- U
U
--- U
--- U
27. Toluene
0.23
1.000
--' U
--- U
---
__ - U
___ U
--- U
28. trans-1,3-Dichloropropene
0.04
0.200
--- U
_"- U
U
--- U
--- U
29. 1,1,2-Trichloroethane
0.03
0.200
--- U
--- U
---
U
--- U
--- U
30. Tetrachloroethene
0.10
0.200
--- U
--- U
---
U
--- U
--- U
1.57
40.000
--- U
--- U
---
31. 2-Hexanone
--- U
--- U
--- U
---
32. Dibromochloromethane
0.03
0.200
--- U
U
--- U
--- V
33. 1,2-Dibromoethane
0.03
0.200
--- U
--- U
---
--' U
--- U
--- V
34. Chlorobenzene
0.30
3.000
--- U
--- U
--- U
--- V
---
35. 1,1,1,2-Tetrachloroethane
0.22
1.000
--- U
--- U
--- U
--- U
--- U
0.21
1.000
--- U
--- U
36. Ethylbenzene
--- U
--- U
--- U
---
37. Xylenee
0.68
5.000
--- U
U
--- U
--- U
---
38. Dibromomethane
0.26
10.000
--- U
---
U
--- U
___ U
0.19
1.000
--- U
--- U
---
U
39. Styrene
--- U
--- U
--- U
--- U
---
40. Bromoform
0.20
3.000
U
--- U
___ V
--- U
41. 1,1,2,2-Tetrachloroethane
0.03
0.200
--- U
---
U
--- U
___ U
42. 1,2,3-Trichloropropane
0.09
0.200
--- U
--- U
--
--- U
-- V
_ - U
43. 1,4-Dichlorobenzene
0.39
1.000
--- V
--- U
--- U
--- U
--- V
44. 1,2-Dichlorobenzene
0.32
.
5000
--- U
--- U
--_ U
--- U
-_- U
45. 1,2-D
0.07
0.200
--- Uibromo-3-Chloropropane
--- U
U
46. Acrylonitrile
2.72
200.000
V
--- U
---
__ -
U
U
47. trans-1,4-Dichloro-2-Butene
0.42
100.000
--- U
-"- U
U
48. Tetrahydrofuran
0,39
1.000
--- U
--- U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

DocuSign Envelope ID: EDB05838-6FB2-4230-BA8F-E80429FE4834
Emkoflu(M % �[NrLCO"@Tpo wmhd
Drinking Water ID: 37715
Wastewater ID: 10
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: BLADEN COUNTY C&D CLIENT ID: 6073
MS. JOAN SMYTH
SMITH GARDNER, INC. ANALYST: JAP
14 NORTH BOYLAN AVE. DATE COLLECTED: 12/21/21 Page: 2
RALEIGH, NC 27603 DATE ANALYZED: 01/03/22
DATE REPORTED: 06/17/22
REVIEWED BY:
VOLATILE ORGANICS
F.PA MF.T90n 8260D R4 (18)
PARAMETERS, ug/l
MDL
MRL
MW-5A
MW-6
Trip
Blank
1.
Chloromethane
-7
0.77
3.000
---
U
""
U
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
---
U
---
U
3.
Bromomethane
0.67
10.000
---
U
---
U
---
U
4.
Chloroethane
0.48
10.000
---
U
---
U
---
U
5.
Trichlorofluoromethane
0.24
1.000
---
U
---
U
---
U
6.
1,1-Dichloroethene
0.17
5.000
---
U
---
U
---
U
7.
Acetone
9.06
100.000
---
U
---
U
---
U
S.
Iodomethane
0.26
10.000
---
U
---
U
---
U
9.
Carbon Disulfide
0.23
100.000
---
U
---
U
---
U
10.
Methylene Chloride
0.64
1.000
---
U
---
U
---
U
11.
trans-1,2-Dichloroethene
0.23
5.000
---
U
---
U
---
U
12.
1,1-Dichloroethane
0.20
5.000
---
U
---
U
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
---
U
---
U
14.
Cie-1,2-Dichloroethene
0.25
5.000
---
U
---
U
---
U
15,
2-Butanone
2.21
100.000
---
U
---
U
---
U
16.
Bromochloromethane
0.27
3.000
---
U
---
U
---
U
17.
Chloroform
0.25
5.000
---
U
---
U
---
U
18.
1,1,1-Trichloroethane
0.19
1.000
---
U
---
U
---
U
19.
Carbon Tetrachloride
0.04
0.200
---
U
---
U
---
U
20.
Benzene
0.24
1.000
---
U
---
U
---
U
21.
1,2-Dichloroethane
0.02
0.200
---
U
---
U
---
U
22.
Trichloroethene
0.23
1.000
---
U
---
U
---
U
23.
1,2-Dichloropropane
0.04
0.200
---
U
---
U
---
U
24.
Bromodichloromethane
0.04
0.200
---
U
---
U
---
U
25.
Cie-1,3-Dichloropropene
0.06
0,200
---
U
---
U
---
U
26.
4-Methyl-2-Pentanone
1.19
100.000
---
U
---
U
---
U
27.
Toluene
0.23
1.000
---
U
---
U
---
U
28,
trans-1,3-Dichloropropene
0.04
0,200
---
U
---
U
---
U
29.
1,1,2-Trichloroethane
0.03
0.200
---
U
---
U
---
U
30.
Tetrachloroethene
0.10
0.200
---
U
---
U
---
U
31.
2-Hexanone
1,57
40.000
---
U
---
U
---
U
32.
Dibromochloromethane
0.03
0.200
---
U
---
U
---
U
33.
1,2-Dibromoethane
0.03
0,200
---
U
---
U
---
U
34.
Chlorobenzene
0.30
3.000
---
U
---
U
---
U
35.
1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
---
U
---
U
36.
Ethylbenzene
0.21
1.000
---
U
---
U
---
U
37.
xylenes
0.68
5.000
---
U
---
U
---
U
38,
Dibromomethane
0.28
10.000
---
U
---
U
---
U
39.
Styrene
0.19
1.000
---
U
---
U
---
U
40,
Bromoform
0.20
3,000
---
U
---
U
---
U
41.
1,1,2,2-Tetrachloroethane
0.03
0.200
---
U
'"-
U
---
U
42.
1,2,3-Trichloropropane
0.09
0.200
---
U
---
U
---
U
43.
1,4-Dichlorobenzene
0.39
1.000
---
U
---
U
---
U
44.
1,2-Dichlorobenzene
0.32
5,000
---
U
---
U
---
U
45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
---
U
-
U
46.
Acrylonitrile
2.72
200.000
---
U
"'
U
---
U
47,
trans-1,4-Dichloro-2-Sutene
0.42
100.000
---
U
--
U
---
U
48.
Tetrahydrofuran
0.39
1,000
---
U
" '
U
-
U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

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