6301_Moore_MSWLF_CDLF_LFG_FID1319086_20190409

�ENR 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 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
Narhe 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: Benjamin S. Draper, 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 April 3, 2019
Aberdeen, NC 28315
Environmental Status: (Check all that apply)
Initial/Background Monitoring Detection Monitoring Assessment Monitoring ❑X Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑X
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?
e 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.
�X 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.
Benjamin S. Draper, PG Senior Project Geologist 336-852-4903
Facility Re ntative N (Print) Title
Date
Golder Associates NC, Inc., 5B Oak Branch Drive, Greensboro, NC 27407
Facility Representative Address
PE C-2862; PG C-399
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 612009
(Area Code) Telephone Numb%r,,,, ^ •r.,
Affix NC Lic&--ST-dl.PrdfesAd
10
z
%plogist Seal

April 2019 0739615018.200
DATE: 04/03/19
GOLDER
Project Name: Moore County Landfill
Site Contact: JW Baucom
High Temperature: 75° F
Starting Barometric Pressure: 30.1 in Ha
Monitoring Equipment: GEM 2000+
BOUNDARY PROBE MONITORING LOG
Project Number: 0739-615018.200
Technician(s): Erik Vasko
Low Temperature: 64° F
End Barometric Pressure: 30.1 in Ha
Monitoring
Point
Time
%Methane
(CH4)
Carbon
(COz) Dioxide
%Oxygen
(pi)
H2S
(PPm)
Comments
GP-9
14:06
0.0
0.0
21.1
0
1 inch well
GP-10
14:14
19.1
6.3
13.8
0
1 inch well
GP-11
14:26
0.0
2.0
16.4
0
1 inch well
GP-12
14:35
0.0
0.3
21.4
0
1 inch well
GP-13
14:56
0.0
0.7
20.7
0
1 inch well
GP-13R
15:00
0.0
2.1
20.5
0
1 inch well
GP-14
15:10
0.0
1.9
19.6
0
1 1 inch well
GP-14R
15:07
0.0
0.9
20.7
0
1 inch well
GP-15
14:49
0.0
1.5
18.2
0
1 inch well
GP-15R
15:14
0.0
1.6
20.9
0
1 inch well
GP-16
14:45
0.0
8.5
13.3
0
1 inch well
GP-17
14:40
0.0
5.9
9.6
0
1 inch well
MW-6
15:23
13.7
7.8
12.8
0
2inch groundwater well
MW-15
16:39
0.6
2.4
17.3
0
2 inch groundwater well converted to methane probe
GV-1
16:21
0.0
0.0
21.9
0
Gas vent
GV-2
16:20
0.0
0.0
21.9
0
Gas vent
GV-3
16:16
0.0
0.0
22.0
0
Gas vent
GV-4
16:15
0.0
0.0
22.0
0
Gas vent
GV-5
16:13
0.0
0.0
22.0
0
Gas vent
GV-6
16:12
0.0
1 0.0
22.0
1 0
Gas vent
GV-7
16:11
0.0
0.0
22.0
0
Gas vent
GV-8
16:09
0.0
0.0
22.0
0
Gas vent
GV-9
15:43
0.0
0.0
22.1
0
Gas vent
GV-10
15:44
0.2
0.4
21.5
0
Gas vent
GV-11
15:45
0.0
0.0
22.1
0
Gas vent
GV-12
15:46
0.2
0.2
21.7
0
Gas vent
GV-13
16:02
7.2
7.0
17.0
0
Gas vent
GV-14
1604
1.5
2.3
20.3
0
Gas vent
GV-15
Gas vent GV-15 was removed during the construction of the LFG trench.
GV-16
Gas vent GV-16 was removed during the construction of the LFG trench.
GV-17
16:33
0.0
0.0
21.8
0
Gas vent
GV-18
16:32
0.0
0.0
21.8
0
Gas vent
GV-19
16:31
0.6
0.6
21.1
0
Gas vent
GV-20
16:30
0.0
0.0
21.9
0
Gas vent
GV-21
16:29
0.0
0.0
21.9
0
Gas vent
GV-22
16:27
0.0
0.0
21.8
0
Gas vent
GV-23
Unable to access GV-23 due to standing water.
GV-24
16:23
1.0
0.1
21.7
0
Gas vent
GV-25
15:52
22.9
2.1
7.1
1
Gas vent
GV-26
15:50
0.0
0.0
22.1
0
Gas vent
GV-27
15:49
0.0
0.8
21.6
0
Gas vent
GV-28
15:48
1.7
1.4
20.9
0
Gas vent
GV-29
15:47
3.5
3.6
18.4
0
Gas vent
GV-30
16:49
55.4
1 37.2
1.6
30
Gas vent
GV-31
16:47
57.9
36.0
1.3
124
Gas vent
GV-32
16:44
47.3
35.5
1 1.4
0
Gas vent
GV-33 Eastern Trench Vent
15:30
9.1
19.3
2.1
0
1 Gas vent
GV-34 Western Trench Vent
15:28
7.0
11.8
10.3
0
Gas vent
Scalehouse
13:06
0.1
0.2
21.6
0
Building
Maintenace Shop
13,15
0.0
0.1
21.4
0
Building
Transfer Station
13:10
0.0
0.1
21.5
0
Building
Blake Residence Crawl Space)
13:34
1 0.0
0.1
21.4
0
Building
Completed by: Erik Vasko
*Note: The GEM 2000+ has an accuracy of +/- 0.3% for CH4 at (0-5% by volume), +/- 1 % for (CH45-15%), and +1- 3% for (CH4>15%)
G:\PROJECTS\Moore County\0739615018 - Moore - Env Services\P200 - CH4 Mon & Reporting\200 DELIVERABLES\200 Draft IssueM204 Q2 April 2019\Attachment A - Landfill Gas Probe Log.xlsx

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

INSTRUMENT CALIBRATION REPORT
Pine Environmental Services LLC
1296 Mark Street
Bensenville, IL 60106
Tel: [phone]
Pine Environmental Services, Inc.
Instrument ID 7356
Description GEM 2000 +
Calibrated 4/1/201911:59:01AM
Manufacturer
CES Landtec
State Certified
Model Number
GEM2000
Status Pass
Serial Number/ Lot
GM08234/05
Temp °C 23
Number
Location
Illinois
Humidity % 44
Department
Calibration Specifications
Group # 1
Range Ace %
0.0000
Group Name Methane
Reading Ace %
3.0000
Stated Accy Pct of Reading
Plus/Minus
0.00
Nom In Val / In Val In Type Out Val
Out Type
Fnd As
Lft As
Dev% Pass/Fail
50.00 / 50.00 %Volume 50.00
%Volume
50.00
50.00
0.00% Pass
Group # 2
Range Ace %
0.0000
Group Name Carbon Dioxide
Reading Ace %
3.0000
Stated Accy Pct of Reading
Plus/Minus
0.00
Nom In Val / In Val In Type Out Val
Out Twe
Fnd As
Lft As
Dev% Pass/Fail
35.00 / 35.00 %Volume 35.00
%Volume
35.00
35.00
0.00% Pass
Group # 3
Range Ace %
0.0000
Group Name Oxygen
Reading Ace %
3.0000
Stated Accy Pet of Reading
Plus/Minus
0.00
Nom In Val / In Val InType Out Val
Out Type
Fnd As
Lft As
Dev% Pass/Fail
20.90 / 20.90 %Volume 20.90
%Volume
20.90
20.90
0.00% Pass
Group # 4
Range Ace %
0.0000
Group Name Hydrogen Sulfide
Reading Ace %
3.0000
Stated Accy Pet of Reading
Plus/Minus
0.00
Nom In Val / In Val In Type Out Val
Out Type
Fnd As
Lft As
Dev% Pass/Fail
25.00 / 25.00 PPM 25.00
PPM
25.00
25.00
0.00% Pass
Group # 5
Range Ace %
0.0000
Group Name Carbon Monoxide
Reading Ace %
3.0000
Stated Accy Pct of Reading
Plus/Minus
0.00
Nom In Val / In Val In Tvae Out Val
Out Type
Fnd As
Lft As
Dev% Pass/Fail
50.00 / 50.00 PPM 50.00
PPM
50.00
50.00
0.00% Pass
Pine Environmental Services LLC Windsor Industrial Park, 92 North Main Street, Bldg 20, Windsor, NJ 08561, 800-301-9663
www.pine-enviromnental.com

INSTRUMENT CALIBRATION REPORT
Pine Environmental Services LLC
1296 Mark Street
Bensenville, IL 60106
Tel: [phone]
Pine Environmental Services, Inc.
Instrument ID 7356
Description GEM 2000 +
Calibrated 4/1/201911:59:01AM
Test Instruments Used During the Calibration
(As Of Cal Entry Date)
Serial Number /
Next Cal Date /
Test Standard ID
Description
Manufacturer
Model Number
Lot Number
Last Cal Date/ Expiration Date
Opened Date
IL 20.9 ZERO
Zero Grade Air
Gasco
Zero Grade Air
HAP-1-7
9/10/2020
THC<l .Oppm
IL GAS4
1-12S 25ppm, CO
Gasco
1-12S 25ppm, CO
12/20/2021
50ppm, CH4 50%LEL,
50ppm, CH4
02 20.9%
50%LEL, 02
20.9%
IL GEM 2000
CH4 - 50%, CO2 35%,
Gasco
EBI-399-6
5/8/2022
GAS
BAL N2
IL NITROGEN
Nitrogen 99.999% -
Gasco
Nitrogen 99.999%
1/15/2020
(N2)
103L
Notes about this calibration
Calibration Result Calibration Successful
Who Calibrated Rudy Maldonado
All instruments are calibrated by Pine Environmental Services LLC according to the manufacturer's
specifications, but it is the customer's responsibility to calibrate and maintain this unit in accordance with the
manufacturer's specifications and/or the customer's own specific needs.
Notify Pine Environmental Services LLC of any defect within 24 hours of receipt of equipment
Please call 800-301-9663 for Technical Assistance
Pine Environmental Services LLC Windsor Industrial Park, 92 North Main Street, Bldg 20, Windsor, NJ 08561, 800-301-9663
www.pine-environmental.com