6301_Moore_MSWLF_CDLF_LFG_FID1359041_20191004

DDoc/EventI pENR USE ONLY ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No ) #:
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 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 (laboratory, consultant, facility owner):
Golder Associates NC, Inc. (on behalf of Moore County)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: David Y. Reedy Il, PG Phone: [phone]
E-mail: [e-mail]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
Moore County Landfill 456 Turning Leaf Way 63-01 .0500 September 26, 2019
Aberdeen, NC 28315
Environmental Status: (Check all that apply)
Initial/Background Monitoring ❑ Detection Monitoring ❑ Assessment Monitoring ❑X Corrective Action
T e 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 monitoringdata Other(specify)
Notification attached?
B No. No groundwater or surface water standards were exceeded.
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.
QX 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.
David Y. Reedy II, PG Senior Hydrogeologist 336-852-4903
Facili a tive Na t) Title (Area Code) Telephone Number
Affix NC License dd Pr$fessional Geologist Seal
iG - Y-( 'VI eeo oa000@
Signature Date®
Golder Associates NC, Inc., 5B Oak Branch Drive, Greensboro, NC 27407
Facility Representative Address 8 y
8
963
PE C-2862; PG C-399 U
NC PE Firm License Number (if applicable effective May 1, 2009)
r,
Revised 6/2009 �o -�

.� GOLDER
October 4, 2019
Mr. Andrew Wilkinson
Moore County Public Works
5227 Highway 15-501
Carthage, North Carolina 28327
Project No. 19127453.200
RE: QUARTERLY METHANE MONITORING RESULTS — THIRD QUARTERLY EVENT FOR 2019
MOORE COUNTY LANDFILL, PERMIT NO. 63-01
ABERDEEN, NORTH CAROLINA
Dear Andy,
Attached are the results from the September 26, 2019, quarterly methane monitoring event conducted at the
above -referenced facility. Two copies of the results are included, one for your files and one for the landfill facility
files. There was one detection of methane in a compliance monitoring point above the lower explosive limit (LEL)
during the second quarterly methane monitoring event.
The crawl space of the Blake residence was also monitored for methane gas during the third quarterly methane
monitoring event and no methane was detected. Monitoring of the crawl space was performed at the request of
the North Carolina Department of Environmental Quality (NC DEQ), as discussed at a meeting between Moore
County and NC DEQ on March 10, 2016. This location will continue to be monitored during future landfill gas
monitoring events.
Construction of the new landfill gas cut-off trench near MW-15 was completed on November 2, 2018. The two
passive gas vents installed as part of this trench were monitored during this during this methane monitoring event.
Methane was detected in these gas vents; and methane gas in MW-15 was detected at a concentration above the
upper explosive limit (UEL) during the third quarterly methane monitoring event. Methane was also detected
above the UEL in gas vent GV-33 during the event.
A copy of the NC DEQ Environmental Monitoring Form, the Boundary Gas Probe Monitoring Log, and the
Methane Monitoring Location Map will be forwarded to NC DEQ, as required by regulation. If you have any
questions or concerns, please contact the undersigned at 336-852-4903.
Golder Associates NC, Inc.
5B Oak Branch Drive Greensboro, North Carolina, USA 27407 T: [phone] [phone]
Golder and the G logo are trademarks of Golder Associates Corporation golder.com

Mr. Andrew Wilkinson Project No. 19127453.200
Moore County Public Works October 4, 2019
Sincerely,
Golder Associates NC, Inc.
David "Dusty" Y. Reedy Il, PG
Senior Hydrogeologist
BSD/DYR/bsd
Rachel P. Kirkman, PG
Associate and Senior Consultant
CC: Jaclynne Drummond, NCDEQ, Division of Waste Management, Solid Waste
Section, 2090 US Highway 70, Swannanoa, North Carolina 28778
(Environmental Data Submittal Form, Log, Map, and Calibration Information
Only)
JW Baucom, Landfill Manager, 5227 Highway 15-501, P.O. Box 1927,
Carthage, North Carolina 28327
Attachments: A - Boundary Gas Probe Monitoring Log — September 26, 2019
B - Methane Monitoring Location Map
C - Historical Summary Tables
D - Calibration Form
E — NCDEQ Environmental Monitoring Form
gAprojects\moore county119127453 - mcore -env services fy19-201p200 - ch4 mon & reporting1200 deliverables1200 draft issuedt201 q3 september
20191september 2019 methane report.docx
4 GOLDER 2

October 2019
19127453.200
DATE: 09/26/19
GO G❑LDER
Project Name: Moore County Landfill
Site Contact: JW Baucom
High Temperature: 81 ° F
Starting Barometric Pressure: 29.71 in Ha
Monitoring Equipment: GEM 2000+
BOUNDARY PROBE MONITORING LOG
Project Number: 19127453
Technician(s): Erik Vasko & Nicolas Tejeda
Low Temperature: 90° F
End Barometric Pressure: 29.66 in Ha
Monitoring
Point
Time
% Methane
(CHa)
%Carbon
Dioxide
CO2
%Oxygen
(Os)
(ppm pm)
Comments
GP-9
12:52
0.0
0.6
19.8
0
1 inch well
GP-10
12:58
0.0
8.2
9.4
0
1 inch well
GP-11
13:04
0.0
6.0
15.8
0
1 inch well
GP-12
13:10
0.0
0.4
19.7
0
1 inch well
GP-13
13:30
0.0
0.5
19.7
0
1 inch well
GP-13R
13:33
0.0
0.7
19.8
0
1 inch well
GP-14
13:42
0.0
1.3
19.0
0
1 inch well
GP-14R
13:36
0.0
1.1
18.9
0
1 inch well
GP-15
13:25
0.0
7.4
11.8
0
1 inch well
GP-15R
13:47
0.0
1.4
19.6
0
1 inch well
GP-16
13:53
0.0
1.6
18.3
0
1 inch well
GP-17
13:17
0.7
19.5
1.6
0
1 inch well
MW-6
13:57
0.5
0.7
19.2
0
2 inch groundwater well
MW-15
14:29
55.5
38.5
0.3
1
2 inch groundwater well converted to methane probe
GV-33 Eastern Trench Vent
14:05
35.1
33.0
0.7
5
Gas vent
GV-34 Western Trench Vent
14:08
0.9
1.1
19.6
0
Gas vent
Scalehouse
12:22
0.0
0.0
1 20.7
1 0
Building
Maintenace Shop
12:32
1 0.0
1 0.0
20.7
0
1 Building
Transfer Station
12:28
0.0
0.0
20.6
0
Building
Blake Residence Crawl Space
12:42
0.0
0.0
20.5
0
Building
Completed by: Erik Vasko
*Note: The GEM 2000+ has an accuracy of +/- 0.3% for CH, at (0-5% by volume), +/- 1 % for (CH, 5-15%), and +/- 3% for (CHa>15%)
G:\PROJECTS\Moore County\19127453 - Moore - Env Services FY19-20\P200 - CH4 Mon & Reporting\200 DELIVERABLES\200 Draft Issued\201 Q3 September 2019Wttachment A -
Landfill Gas Probe Log

DENSE VECBTATI N U
A
398.
DENSE VEO ATION
DEN96 VEGETATION
DENSE MEMNON co + 1 11 PW-1 \
POND
113W-2
vow aSE VEGETATION SIB, �v W.E. 403,6
t EOEfAT10 \ \ \\
G SB-3_0 SB-
- _
1 / / woo MW-15 l� D
WE i
dl
_ / o _ /// /
O MW 1.1SR s / �� / / , 16 MW 15R � r
71.22 - 398.38
WOW
- _ a _ 8 2 26
GROUND OBSCURED 9 SEE ACCURACY NOTE \\' ' W-11S A� 0389 00 10 7 4 2 1 \ :o °o10 7f-T-7— 0000 woos
• ' 8 /
/� 20
- Jl
�3 I� a 18 1 2 2 2, 24 °.o \
\ 1
SW-4 450r
u
36-- - � so..,a
� 1.01 � «_ ,� ZA MW-14 CLOSED � 383.92�
n� �,��� �, • CTIVE MSW
GP-15R .�� +� ' ° �l
_4"_
� PZ-1 C&O °° °o o LANDFILL °
4
\3i MW-16S\ - --� MW-7 _
368.10\ ■ _ ,� E386.741 �, F _
* z � � / - 0 1 � � � 1. TOPOGRAPHIC CONTOUR INTERVAL 2 FEET
363.95 AD
363.95 M ,-1D
� �36 j96 � � "0 �� ° � �y 2. GROUNDWATER SURFACE CONTOUR INTERVAL = 5 FEET
/(
MW-17D
3.80 P-14 C I ` ° ° 3. GROUNDWATER ELEVATIONS MEASURED ON NOVEMBER 27, 2018.
\ � I
3P-14R,, ` \ ` -W-13S �� a 0 00 \ 4. GROUNDWATER CONTOURS BASED ON LINEAR INTERPOLATION BETWEEN AND
�W-13D ,\ �,, o° \ \\ EXTRAPOLATION FROM KNOWN DATA, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD
'" +367 36,�P
1 o 74.82J % �� CONDITIONS. THEREFORE, GROUNDWATER CONTOURS MAY NOT REFLECT ACTUAL
CONDITIONS.
v s \ PZ3 3 _� ��y - - _ �\ IFS �\ 5. GROUNDWATER CONTOUR LINES SHOW THE WATER TABLE SHAPE AND ELEVATION. THESE
-13'° ° 368.09� �'� �� �� 0 '= CONTOURS ARE INFERRED LINES FOLLOWING THE GROUNDWATER SURFACE AT A
GP-13R, CONSTANT ELEVATION ABOVE SEA LEVEL. THE GROUNDWATER FLOW DIRECTION IS
MW-8 °
IF �\384.29 "" � GENERALLY PERPENDICULAR TO THE GROUNDWATER SURFACE CONTOURS, SIMILAR TO THE
RELATIONSHIP BETWEEN SURFACE WATER FLOW AND TOPOGRAPHIC CONTOURS.
MW-18 \
353.59 -DENSE T. � •'°"° ('.' / , �\ ° ` � � `
6. PROPERTY BOUNDARY SURVEY BY JAMES L. WRIGHT DATED NOVEMBER 1984. ITS LOCATION
IS RELATIVE TO TOPOGRAPHY APPROXIMATE BY HDR ENGINEERING, INC.
7 EXISTING TOPOGRAPHY WITHIN ACTIVE AND PROPOSED LANDFILL PROVIDED BY MATTHEWS
GROUND OBSCURED
SEE ACCURACY NOTE
co
z
U-
0 O
O
N
C7
0
N
cu
a
LEGEND
—
STREAM, POND, AND WETLAND LIMITS
EXISTING 10 FT GROUND SURFACE CONTOUR
EXISTING 2 FT GROUND SURFACE CONTOUR
PROPERTY LINE
APPROXIMATE LIMITS OF WASTE
EXISTING ROAD
POTENTIOMETRIC GROUNDWATER CONTOURS (5 FT. INTERVAL)
_
GROUNDWATER FLOW SEGMENTS
MW-1
0 382.91385
MONITORING WELL AND IDENTIFICATION
GP-100-
METHANE PROBE AND IDENTIFICATION
❑ SW-1
SURFACE WATER MONITORING POINT AND IDENTIFICATION
LANDFILL GAS TRENCH VENTS AND IDENTIFICATION
\
PASSIVE LANDFILL GAS VENTS
0 PW-1
PRIVATE WELL LOCATION AND IDENTIFICATION
+l%
WETLAND AREA
SB-2
SOIL SAMPLE LOCATIONS
PZ-2
PIEZOMETERS
NOTES
r., 10 _ a` i / \ ` 1 0 ` — _ �/ \ �� \ _ LAND SURVEYING & MAPPING, PLLC DATED APRIL 17, 2015 AND JUNE 2018.
H., 3 3�
'� \ ® `sue ® 3-2 8. MONITORING WELLS MW-1 THROUGH MW-5 SURVEYED JUNE 1987 BY S&ME, INC. MONITORING
WELLS MW-6 THROUGH MW-16 SURVEYED APRIL 1995 SEPTEMBER 1996 AND APRIL 2003 BY
SITE LOCATION MAP
NOT TO SCALE
358.32
4 � 83�MW.7 5 \ HDR ENGINEERING INC./ ED BUCKNER RLS APRIL 17, 2015. � • / 3
\\ 9. THE LOCATIONS OF LANDFILL GAS TRENCH VENTS ARE APPROXIMATE.
° 1� j 10. GROUNDWATER WELLS MW-11 D, MW-13D, AND MW-16D ARE NOT SCREENED IN THE SHALLOW
% \ AQUIFER AND ELEVATION DATA WERE NOT USED IN THE CONSTRUCTION OF GROUNDWATER
CONTOURS.
DENSE VSO­.._.. \�
DEN_
w
a68.78_
11. A STREAM DETERMINATION WAS CONDUCTED ON APRIL 17, 2013 BY A GOLDER ASSOCIATES
oNC, INC. REPRESENTATIVE. THE STREAM DETERMINATION WAS CONDUCTED USING NCDWQ'S
382.91 ENE T / O "METHODOLOGY FOR IDENTIFICATION OF INTERMITTENT AND PERENNIAL STREAMS AND L
-E-��
THEIR ORIGINGS, VERSION 4.11". c
ul
SW-1 Ej -
�DE_N_ V ATION �V/
°°
O
co
o rrv� �
v/
CLIENT
MOORE COUNTY
0 200 400
SCALE FEET
PROJECT
MOORE COUNTY LANDFILL
PERMIT NO. 63-01
ABERDEEN, NORTH CAROLINA
CONSULTANT
YYYY-MM-DD
2019-02-14
TITLE
PG C-399
GROUNDWATER SURFACE CONTOUR MAP
PREPARED
KFL
NOVEMBER 27, 2018
G0 L D E
R
DESIGN
ALM
1%>
REVIEW
BSD
PROJECT No. Rev.
GOLDER ASSOCIATES INC,
INC.
APPROVED
RPK
0739615018 200 0
DRAWING
1
0

LANDTEC GEM 2000 Plus CALIBRATION DATA SHEET
Serial Number V_ 1� 1 3 9 �} a Date Inspector
Time/Date Battery Level I `e Memory Clearedy Pump Faults
Gas Alarms: CH4 = 100.0% CO2 = 100.0% 02 = 22.0% "
Zero Transducers Pump Flow Rate 3 �M ^ Vacuum Tested To 100" H2O LIZ
Calibration Check (Performed at Room Temperature)
Calibration Gas
Calibration Gas
Lot Number
Expiration
Reading
Accuracy*
Concentration
CH,t
0 i�
46
5 la Y
�
f 3%
CO,
3 5 X
GUrl
Z,!
© ��
f3%
01
C O S a
Co
S e o 9 M
119
(D g�
t 10%
1-12s
0M
10%
Ambient 0,
20.9%
N/A
N/A
`a O
*Accuracy depends upon calibration range; 15%-FS range for.CH4 & CO2,
0-5% volume for Oi, 0%-FS for H2S, and 10% of reading for CO.
CH.t Zero 02 Zero (.1// H2 Zero. V CO Zero 1-12S Zero 64
INSPECTOR'S MAINTENANCE NOTES
EEI GEAt 2000 Plus Cal Form 01/12

CERTIFICATION OF CALIBRATION
ISSUED BY: QED Environmental Systems, Inc. Services Facility
Date Of Calibration: May 21, 2019
Certificate Number: GM13992 9/36668
QED Environmental Systems, Inc. 5 Facility,
A&6' 2355 Bishop Carcle West, Dexter, MI 491
LAM= wwv.ge?denv.com \
Customer.
ENVIRO EQVEYMEN7
11180 DOWNS RD
PINEVILTY, NC 28134
USA,
Descriptioip Gas Analyser
Averedit d Res:
model. GEh420WJus
S'eri0 !Number.• OM 13992
PJLJ!
Cr1lMatbr
No. 66916
Page 1 of 2
A Wedato�+
John Parisho
Laboratory Inspection
Methane CH4
ed Gas /o
Instrument Reading %
vocerwity
0✓
5.0
t1.4L---
15.0
15.2
0.65
O.E3'
50.0
1.05
Carbon DioAde CO2
Certified Gas °lo
Instrument Rea°l°
Uncertainty°/.
5.0
4.8
0.43
15.0
14.6
0.71
50.0
503
1,20
t 20.7 1 20.7 . ` �- _ . - -- &.25- 1.
Gas cylinders are traceable and detafls can bv provided if requested.
CH4, CO2 readings recorded at: 33.5 °092.3 T Barometric Press 29.16 "Hg
02 readings recorded at: 23.7 °074A °F
Method of Test: The analyzer is calibrated in a temperature controlled oFidh* gases. All analyzers are
calibrated in accordance with our procedure ISP-17 using high purity grade gas.
All calibrations are performed in accordance with ISO 17025 at LANDTEC, an ISO 17025:2005 — accredited
service facility through PJL.A.
The calibration results published in this certificate were obtained using equipment capable of producing results that are traceable through NIST to the International
System of Units (SI). Certification only applies to results shown. This certificate may not be reproduced other than in full, except with the prior written approval of the
issuing laboratory.
Calibration Instance: 102 IGC Instance: 102 LP0