6301_MooreCounty_MSWLF_LFGVentInstallation_FID1831913_20240312

March 11, 2024
Moore County
PO Box 1927
Carthage, North Carolina 28327-1927
Attention: Mr. Steve Perkins
transmitted by email to: sperkins@moorecounty aov
Reference: Landfill Gas Vent Installation Report
Moore County Landfill — Permit # 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043E
Dear Mr. Perkins:
S&ME, Inc. (S&ME) is pleased to continue to serve Moore County as your consultant for Engineering, Consulting
and Monitoring Services — Solid Waste. This document was prepared to summarize the installation of five new
passive landfill gas vents in accordance with S&ME Proposal No. 23580290 incorporating the Master Agreement
between S&ME and Moore County, and Amendment 007 dated September 26, 2023. Our services were
performed in accordance with the corresponding Work Plan dated January 30, 2024, which was approved by the
North Carolina Department of Environmental Quality, Division of Waste Management, Solid Waste Section
(NCDEQ).
Background
S&M E's Work Plan — Additional Surface Water Assessment and Additional Passive Gas Vent Wells, Moore County
Landfill — Permit # 63-01, dated January 30, 2024, provides detailed background information regarding landfill gas
compliance and measures taken to manage landfill gas compliance at the facility.
Given the sandy nature of site soils, it was predicted that landfill gases may be migrating out of the adjacent waste
units, then migrating northward toward gas monitoring points GP-18 and GP-21, property boundary monitoring
points that have been non -compliant for landfill gas. It was hypothesized that the installation of gas vent wells
between the waste units and the property boundary should relieve subsurface gas pressures and lessen the
northward migration of landfill gases. If this theory were correct, the installation of passive gas vent wells could
represent a practical opportunity to lessen local gas concentrations at the northern end of the landfill.
Following the installation of the five additional passive gas vents identified in the Work Plan, S&ME will collect
additional time series gas monitoring data, and then evaluate the data to determine if the five new vent wells
resulted in lower methane gas concentrations at gas points GP-18 and GP-21. The information gathered from this
additional vent well installation would supplement other data gathered, to assess alternate landfill gas remedies.
S&ME, Inc. 1 646 W. Market Street, Suite 105 1 Greensboro, NC 274091 p 336.288.7180 1 www.smeinc.com

Landfill Gas Vent Installation Report
Moore County Landfill — Permit # 63-01
Aberdeen, Moore County, North Carolina III
S&ME Project No. 4358-20-043B E
Gas Vent Well Installation
On February 21 and 22, 2024, passive gas vent wells GV-37 through GV-41 were installed at the locations shown
on Figure 1. Solid waste was not encountered in the subsurface at the boring locations.
Each passive gas vent well was installed using hollow -stem auger drilling
methods and completed with a total depth ranging from 40 - 45 feet below
land surface. Each vent well was constructed of 4-inch diameter PVC casing,
with 30 - 35 feet of 0.010-inch machine slotted well screen making up the
lowermost portion of each gas vent well. Candy cane style passive vent
construction (see adjacent photograph) was utilized for the above -grade
portion of each vent well. The vent pipes were centered within an
approximate two -foot by two -foot concrete well pad. S&ME personnel
documented general subsurface conditions encountered during drilling and
observed the installation of each gas vent well. The vent well locations were
recorded using a handheld GPS unit. Well Construction Records (Form GW-1),
Boring Logs, and Well Construction Detail diagrams for each new vent well are
attached.
0 79°E (T) * 35°9'6" K 79°29'10"W ±19ft • 450ft
On the day of well completion, February 22, 2024, a GEM5000 landfill gas meter was used to measure landfill
gases (methane, CO2, 02, and balance gas) emitted from the wells. Table 1 summarizes the landfill gas methane
readings obtained at passive gas vents GV-37 through GV-41 and historic methane gas data for the site. The
methane concentrations detected at the new passive gas vent wells are among the highest concentrations
measured at the facility. This finding verifies that landfill gases are migrating from the nearby landfill units within
the sandy coastal plain soils.
In accordance with Amendment 007, landfill gas readings will be measured during each subsequent routine
quarterly gas monitoring event conducted by S&ME during 2024. The same suite of landfill gases will be
monitored at existing monitoring points GP-18, GP-19, GP-20, and GP-21, gas vents GV-33 and GV-34 connected
with the landfill gas cut-off trench located in the vicinity of GP-18, and passive gas vents GV-35 through GV-41.
March 11, 2024

Landfill Gas Vent Installation Report
Moore County Landfill — Permit # 63-01
Aberdeen, Moore County, North Carolina III
S&ME Project No. 4358-20-043B E
Closure
S&ME appreciates the opportunity to assist Moore County on this matter. If you have any questions or comments,
do not hesitate to contact your Project Manager, Edmund Henriques.
Sincerely,
5&ME, Inc.
&�'J (I '� 4Lr--:� C6�� /-T rCe��
Edmund Henriques, L.G. Cody McMechen, L.G.
Senior Project Manager/Senior Geologist Project Geologist
[e-mail] [e-mail]
Attachments:
Figure 1
Table 1
Well Construction Diagrams, Boring Logs, and Form GW-1
March 11, 2024

Attachments

PW-1
BLAKE RESIDENCE (CRAWL SPACE
MONITORED) Q7
"V
III
OMW 5
Q`
• • • • ♦ 'GP-17 • •'GP 18 W-15R
� • � �` • �-•GV-34 Vs
• • • — — ♦ GV 33 GV-40 GV-41.
GP-19 GV-39
• • MW-11SR MW-11DR V ♦�I•�.•—� 1 GV-3, GV-38—tr
\
\
\ _SW-4
\
\ GP-15R
\
MW 17S MW-1'
\
\ GP-14
\
MW`19 �v mvv-io
I
I
I
I
i
GP-12
� MW-3
� O
�u
0 400 r8OO
(FEET)
Note:
THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED
ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS
STATED OTHERWISE.
OMW-14
MW-14
O O
MW-6 29 28 27 T '�GP-"GP
O 26 25 S 4 3 2 1
11 10 9 8 7
12 GV-35 GV-36
17 18 19 20 21 22 23 24
MW-8
\AW= woo.
♦ MAINTENANCE SHOP
♦ MW-9
♦ O GP-11
♦
♦ r
r r—
TRANSFER STATION
OFFICE
MWp-1' ,
01
MW-2
O
,
0 — • PARCEL BOUNDARY
— — APPROXIMATE LIMITS OF WASTE
— — MSW LANDFILL COMPLIANCE BOUNDARY
— — C&D LANDFILL COMPLIANCE BOUNDARY
— Stream
— — — — — — — — — — — — — — — — — — — — — — — — — — — O MONITORING WELL
GV-32
�GV-31
GV-30
CLOSED MSW
LANDFILL
/ I
,
GP-10R /
r � SCALEHOUSE
�r SCALE:
4* 1 " = 400'
DATE:
FEBRUARY 2024
PROJECT NUMBER
PASSIVE LANDFILL GAS VENTS 4358-20-043
*+ LANDFILL GAS TRENCH VENT FIGURE NO.
- METHANE PROBES
® WATER SUPPLY WELL
_ APPROXIMATE LIMITS OF WASTE

Table
Historic Methane Readings mGas Compliance Points and Passive Vents av-3xthrough ev-41
Moore County Landfill (Permit No. o3-01)
Aberdeen, North Carolina
uuMsProject No. *000-2o-0*oA,Phase oo
=19.77-
Date
Shop
Station
Crawlspace

Table
Historic Methane Readings mGas Compliance Points and Passive Vents av-3xthrough ev-41
Moore County Landfill (Permit No. s-01)
Aberdeen, North Carolina
uuMsProject No. *000-2o-0*oA,Phase oo
_=aint.
—Transfer
Blake
Mw-

Table 2
Historic Methane Readings At Gas Compliance Points and Passive Vents GV-33 through GV-41
Moore County Landfill (Permit No. 63-01)
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Phase 06
03/25/22
0.0%
0.0%
0.0%
0'
AM
0.0% 0.0% 0.0%1 0.0%
0.0%
0.0% 0.0%1 0.0%
0.0% 0.0%
r
0.0% 54.7% 28.1%
56.4%
53.7%
51.6%
-- --
--
40
-- -- - --
06/07/22
0.0%
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 0.0%
0.0% 42.4% 30.5%
56.5%
49.1%
50.7%
-- --
--
-- -- - --
06/16/22
NM
NM
NM
NM NM NM NM
NM
NM NM NM
NM NM
NM NM NM
NM
NM
NM
58.4% 54.9 %
--
- - - -
06/17/22
NM
NM
NM
NM NM NM NM
NM
NM NM NM
NM NM
NM 21.1% 21.3%
57.6%
52.4%
58.1%
57.2% 57.3%
--
- - - -
09/26/22
0.0%
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 0.1%
0.0% 50.8% 13.7%
56.1%
52.5%
47.9%
55.6% 56.2%
--
- - - -
12/16/22
0.0%
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 2.9%
0.0% 56.5% 27.4%
51.4%
54.2%
47.6%
56.4% 57.0%
--
- - - -
03/28/23
1 0.0%1
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%1
0.0% 0.0% 0.0%1
0.0% 0.4%1
0.0% 38.7%1 40.1%
31.8%
35.7%1
49.8%
26.4%1 46.7%
--
- - - -
06/08/23
0.0%
0.0%
0.0%
0.0% 0.0%1 0.0%1 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 0.4%
0.0% 49.9% 36.8%
57.1%
54.5%
54.9%
57.7% 57.7%
--
- - - -
09/20/23
0.0%
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 0.4%
0.0% 0.0% 13.2%
36.7%
46.9%
40.8%
13.6% 22.4%
--
- - - -
12/15/23
0.0%
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 0.4%
0.0% 26.1% 0.0%
56.3%
40.3%
38.2%
37.4% 43.9%
--
- - - -
02/22/24
0.0%
0.0%
0.0%
0.0% 0.0% 0.0% 0.0%
0.0%
0.0% 0.0% 0.0%
0.0% 0.0%
0.0% 40.3% 0.0%
59.2%
49.5%
49.9%
57.5% 59.1%
55.3%
57.9% 59.0% 57.7% 58.4%
Notes: - Gas probes with GP prefix installed March 2000, except GP-20 & GP-21 install October 2021.
GV 1-12 installed in November 2004. G V 13-24 installed in November 2007.
GV 25-29 installed in February 2009. GV 30-33 installed April METHANE %) @ M W -15 / G P -18
GV 33 & GV-34 installed November 2018 (gas cutoff trench) 100%
GV-35 & GV-36 installed June 2022 90%
GV-37 through GV-41 installed February 22, 2024 80%
NM = not measured 70%
Lower explosive limit of methane gas: 5 % 60%
Upper explosive limit of methane gas: 15% 50%
Indicates methane gas levels between upper and lower explosive limit. 40%
Indicates methane gas levels above upper explosive limit. 30%
All data recorded prior to 0810812007 supplied by HDR. 20%
All data recorded prior to 9115120 supplied by Golder 10%
-- May indicate a reading of zero OR no record. 0%
ob oh oA 01 00 00 09 09 ,y0 y0 .y'd 'y'r yti tiry 1M y3 .yQ y> yh .yh ,yb yd .y� yA 'y0 .y0 y9 'y9 .po do tit titi titi titi do '1'h ,L>
green shading indicates a compliance gas monitoring well replaced with new well y\ ,�\ �,\ .\ ,�\ �,\ y\ ,�\ �,\ .\ , �,\ y\
orange shading= vent wells that are not compliance wells o`° titi o`° titi o`° sn' ob ti~ o`° titi o`° tiry o`° titi o`° titi o`° tiry o`° ti~ o`° titi o`° tiry o`° titi o`° titi o`° tiry o`° titi o`° titi o`° tiry o`°
yellow shading = active compliance monitoring wells with LEL > 5%
light yellow shading = gas monitoring points installed for pilot test
.lGreen: nmo-158o\r,ojen\-M4asa-3E Moore counry-Moore county-dmi nee .rvgENA-j n-\-7e-P-1-\RepomLw nndl a -e ,-ch­Iry PROGRESS.-

ID
WELL
CONSTRUCTION DETAIL
Project Name
Project Number
4358-20-043E A
F=�Well
I
GV-37 Moore County Landfill
S&ME Staff
Installation Date
County
City
Well Permit Number
Cody McMechen
2/22/2024
Moore
Aberdeen
Drilling Contractor
License Number
Drill Rig
Well Type / Use
EDPS
Canterra Truck Rig
Water Level at TOB (0.01 ft-
BTOC)
Date/Time
Northing (0.1 ft)
Land Surface Elev. (0.01 ft)
Drilling Method
Hollow Stem Auger
Depth to Water (0.01 ft-
BTOC)
Date/Time
Easting (0.1 ft)
Total Well Depth (0.1 ft-bgs
Borehole Diameter (1 in)
40.0
8
Stickup Height -
6.0
ft
Pad Type
2' x 2' Concrete
0.0 ft
Depth Below Ground Surface (ft-bgs
Top of Seal - 5.0 0.1 ft-bgs
Top of Filter Pack - 8.0 0.1 ft-bgs
Top of Screen - 10.0 0.1 ft-bgs
Screened Interval - 30.0 0.1 ft-bgs
Bottom of Screen - 40.0 0.1 ft-bgs
Bottom of Filter Pack - 40.0 0.1 ft-bgs
Cave In - 40.0 0.1 ft-bgs
Total Boring Depth - 45.0 0.1 ft-bgs
Protective Casing
Casing Material
4-in Sch 40 PVC
Casing Interval (0.1 ft-bgs)
0.0
to
10.0
Screen Type
4-in Sch 40 PVC (0.010)
Screen Interval (0.1 ft-bgs)
10.0
1 to
1 40.0
Grout Type
Quik-Grout®
Grout Interval (0.1 ft-bgs)
0.0
to
5.0
Seal Type
3/8 in. Bentonite Pellets
Seal Interval (0.1 ft-bgs)
5.0
to
8.0
Filter Pack
#2 Silica Sand
Filter Pack Interval (0.1 ft-bgs)
8.0
to
40.0
Development
Development Volume (gal)
Notes:
BTOC - Below Top of Casing
TBD - To Be Determined
For lithologic information
see attached boring log
Form Revision Date: 9/1/17 2:10 PM

ID
WELL
CONSTRUCTION DETAIL
Project Name
Project Number
4358-20-043E A
F=�Well
I
GV-38 Moore County Landfill
S&ME Staff
Installation Date
County
City
Well Permit Number
Cody McMechen
2/22/2024
Moore
Aberdeen
Drilling Contractor
License Number
Drill Rig
Well Type / Use
EDPS
Canterra Truck Rig
Water Level at TOB (0.01 ft-
BTOC)
Date/Time
Northing (0.1 ft)
Land Surface Elev. (0.01 ft)
Drilling Method
Hollow Stem Auger
Depth to Water (0.01 ft-
BTOC)
Date/Time
Easting (0.1 ft)
Total Well Depth (0.1 ft-bgs
Borehole Diameter (1 in)
45.0
8
Stickup Height -
6.0
ft
Pad Type
2' x 2' Concrete
0.0 ft
Depth Below Ground Surface (ft-bgs
Top of Seal - 5.0 0.1 ft-bgs
Top of Filter Pack - 8.0 0.1 ft-bgs
Top of Screen - 10.0 0.1 ft-bgs
Screened Interval - 35.0 0.1 ft-bgs
Bottom of Screen - 45.0 0.1 ft-bgs
Bottom of Filter Pack - 45.0 0.1 ft-bgs
Cave In - 0.1 ft-bgs
Total Boring Depth - 45.0 0.1 ft-bgs
Protective Casing
Casing Material
4-in Sch 40 PVC
Casing Interval (0.1 ft-bgs)
0.0
to
10.0
Screen Type
4-in Sch 40 PVC (0.010)
Screen Interval (0.1 ft-bgs)
10.0
1 to
1 45.0
Grout Type
Quik-Grout®
Grout Interval (0.1 ft-bgs)
0.0
to
5.0
Seal Type
3/8 in. Bentonite Pellets
Seal Interval (0.1 ft-bgs)
5.0
to
8.0
Filter Pack
#2 Silica Sand
Filter Pack Interval (0.1 ft-bgs)
8.0
to
45.0
Development
Development Volume (gal)
Notes:
BTOC - Below Top of Casing
TBD - To Be Determined
For lithologic information
see attached boring log
Form Revision Date: 9/1/17 2:10 PM

ID
WELL
CONSTRUCTION DETAIL
Project Name
Project Number
4358-20-043E A
F=�Well
I
GV-39 Moore County Landfill
S&ME Staff
Installation Date
County
City
Well Permit Number
Cody McMechen
2/21/2024
Moore
Aberdeen
Drilling Contractor
License Number
Drill Rig
Well Type / Use
EDPS
Canterra Truck Rig
Water Level at TOB (0.01 ft-
BTOC)
Date/Time
Northing (0.1 ft)
Land Surface Elev. (0.01 ft)
Drilling Method
Hollow Stem Auger
Depth to Water (0.01 ft-
BTOC)
Date/Time
Easting (0.1 ft)
Total Well Depth (0.1 ft-bgs
Borehole Diameter (1 in)
45.0
8
Stickup Height -
6.0
ft
Pad Type
2' x 2' Concrete
0.0 ft
Depth Below Ground Surface (ft-bgs
Top of Seal - 5.0 0.1 ft-bgs
Top of Filter Pack - 8.0 0.1 ft-bgs
Top of Screen - 10.0 0.1 ft-bgs
Screened Interval - 35.0 0.1 ft-bgs
Bottom of Screen - 45.0 0.1 ft-bgs
Bottom of Filter Pack - 45.0 0.1 ft-bgs
Cave In - 0.1 ft-bgs
Total Boring Depth - 45.0 0.1 ft-bgs
Protective Casing
Casing Material
4-in Sch 40 PVC
Casing Interval (0.1 ft-bgs)
0.0
to
10.0
Screen Type
4-in Sch 40 PVC (0.010)
Screen Interval (0.1 ft-bgs)
10.0
1 to
1 45.0
Grout Type
Quik-Grout®
Grout Interval (0.1 ft-bgs)
0.0
to
5.0
Seal Type
3/8 in. Bentonite Pellets
Seal Interval (0.1 ft-bgs)
5.0
to
8.0
Filter Pack
#2 Silica Sand
Filter Pack Interval (0.1 ft-bgs)
8.0
to
45.0
Development
Development Volume (gal)
Notes:
BTOC - Below Top of Casing
TBD - To Be Determined
For lithologic information
see attached boring log
Form Revision Date: 9/1/17 2:10 PM

ID
WELL
CONSTRUCTION DETAIL
Project Name
Project Number
4358-20-043E A
F=�Well
I
GV-40 Moore County Landfill
S&ME Staff
Installation Date
County
City
Well Permit Number
Cody McMechen
2/21/2024
Moore
Aberdeen
Drilling Contractor
License Number
Drill Rig
Well Type / Use
EDPS
Canterra Truck Rig
Water Level at TOB (0.01 ft-
BTOC)
Date/Time
Northing (0.1 ft)
Land Surface Elev. (0.01 ft)
Drilling Method
Hollow Stem Auger
Depth to Water (0.01 ft-
BTOC)
Date/Time
Easting (0.1 ft)
Total Well Depth (0.1 ft-bgs
Borehole Diameter (1 in)
45.0
8
Stickup Height -
6.0
ft
Pad Type
2' x 2' Concrete
0.0 ft
Depth Below Ground Surface (ft-bgs
Top of Seal - 5.0 0.1 ft-bgs
Top of Filter Pack - 8.0 0.1 ft-bgs
Top of Screen - 10.0 0.1 ft-bgs
Screened Interval - 35.0 0.1 ft-bgs
Bottom of Screen - 45.0 0.1 ft-bgs
Bottom of Filter Pack - 45.0 0.1 ft-bgs
Cave In - 0.1 ft-bgs
Total Boring Depth - 45.0 0.1 ft-bgs
Protective Casing
Casing Material
4-in Sch 40 PVC
Casing Interval (0.1 ft-bgs)
0.0
to
10.0
Screen Type
4-in Sch 40 PVC (0.010)
Screen Interval (0.1 ft-bgs)
10.0
1 to
1 45.0
Grout Type
Quik-Grout®
Grout Interval (0.1 ft-bgs)
0.0
to
5.0
Seal Type
3/8 in. Bentonite Pellets
Seal Interval (0.1 ft-bgs)
5.0
to
8.0
Filter Pack
#2 Silica Sand
Filter Pack Interval (0.1 ft-bgs)
8.0
to
45.0
Development
Development Volume (gal)
Notes:
BTOC - Below Top of Casing
TBD - To Be Determined
For lithologic information
see attached boring log
Form Revision Date: 9/1/17 2:10 PM

ID
WELL
CONSTRUCTION DETAIL
Project Name
Project Number
4358-20-043E A
F=�Well
I
GV-41 Moore County Landfill
S&ME Staff
Installation Date
County
City
Well Permit Number
Cody McMechen
2/21/2024
Moore
Aberdeen
Drilling Contractor
License Number
Drill Rig
Well Type / Use
EDPS
Canterra Truck Rig
Water Level at TOB (0.01 ft-
BTOC)
Date/Time
Northing (0.1 ft)
Land Surface Elev. (0.01 ft)
Drilling Method
Hollow Stem Auger
Depth to Water (0.01 ft-
BTOC)
Date/Time
Easting (0.1 ft)
Total Well Depth (0.1 ft-bgs
Borehole Diameter (1 in)
45.0
8
Stickup Height -
6.0
ft
Pad Type
2' x 2' Concrete
0.0 ft
Depth Below Ground Surface (ft-bgs
Top of Seal - 5.0 0.1 ft-bgs
Top of Filter Pack - 8.0 0.1 ft-bgs
Top of Screen - 10.0 0.1 ft-bgs
Screened Interval - 35.0 0.1 ft-bgs
Bottom of Screen - 45.0 0.1 ft-bgs
Bottom of Filter Pack - 45.0 0.1 ft-bgs
Cave In - 0.1 ft-bgs
Total Boring Depth - 45.0 0.1 ft-bgs
Protective Casing
Casing Material
4-in Sch 40 PVC
Casing Interval (0.1 ft-bgs)
0.0
to
10.0
Screen Type
4-in Sch 40 PVC (0.010)
Screen Interval (0.1 ft-bgs)
10.0
1 to
1 45.0
Grout Type
Quik-Grout®
Grout Interval (0.1 ft-bgs)
0.0
to
5.0
Seal Type
3/8 in. Bentonite Pellets
Seal Interval (0.1 ft-bgs)
5.0
to
8.0
Filter Pack
#2 Silica Sand
Filter Pack Interval (0.1 ft-bgs)
8.0
to
45.0
Development
Development Volume (gal)
Notes:
BTOC - Below Top of Casing
TBD - To Be Determined
For lithologic information
see attached boring log
Form Revision Date: 9/1/17 2:10 PM

PROJECT:
Moore County Landfill
Aberdeen, North Carolina
S&ME Project No. 4358-20-043
DATE DRILLED:
Thursday, February 22, 2024
DRILL RIG:
Geoprobe 7822 DT
DRILLER:
Environmental Drilling and Probing Services, LLC
HAMMER TYPE:
SAMPLING METHOD:
Macro -Core Sampler
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
w w
V
2
¢ p
MATERIAL DESCRIPTION
� v
�
5 —
10 —
il, Silty Sand, Black, Brown, Medium, Some Clay, Dry,
Brown, Orange, Poorly Graded, Fine -Medium, Dry,
Brown, Orange, Well gr
Clay, Brown, Gray, Dry,
Tan, Poorly Graded, Fine -Medium, Dry,
Tan, Brown, Fine -Medium, Dry,
15 Clayey Sand, Orange, Tan, Gray, Coarse, Some Small Gravels, Dry,
20 —
Tan, Well Graded, Some
25 —
Trace Medium Sands, Dry,
Tan, White, Iron Oxidized Strata, Well Graded, Some Clay, Wet,
BORING LOG: GV-37
BORING DEPTH (FT):
40
WATER LEVEL:
CAVE-IN DEPTH:
LOGGED BY:
Cody McMechen
NORTHING:
EASTI N G:
w
t�
}
w
d
2
_
a
w
-2
Q
Q
w
a
[C
o Z
..
n
N
m
>
N
Q
Z
a
n
30 —

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-37
S&ME Project No. 4358-20-043
DATE DRILLED:
Thursday, February 22, 2024
BORING DEPTH (FT):
40
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r ip
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
35
40
Boring Terminated at 40 Ft-BGS
45
50
55
60

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-38
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
35
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r ip
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
Topsoil, Silty Sand, Black, Brown, Fine -Medium, Dry,
Sand, Brown, Tan, Poorly Graded, Fine -Medium, Dry,
5
10
Sand, Brown, Tan, Well Graded, Some Small Gravels, Dry,
Clayey Sand, Brown, Tan, Orange, Dry,
15
20
Sand, Tan, Well Graded, Dry,
25
Sandy Clay, Gray, Medium, Dry,
Sand, Tan, Gray, Poorly Graded, Medium, Dry,
30
Clay, No recovery, clay in shoe,

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-38
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
35
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r io
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
Clay, No recovery, clay in shoe,
35
Boring Terminated at 35 Ft-BGS
40
45
50
55
60

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-39
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
50
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r ip
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
Topsoil, Silty Sand, Black, Brown, Fine -Medium, Dry,
Sand, Brown, Poorly Graded, Fine -Medium, Dry,
5
10
Sandy Clay, Brown, Gray, Fine -Medium, Dry,
15
Clayey Sand, Brown, Fine -Medium, Dry,
20
Sandy Clay, Brown, Some Small Gravels, Dry,
25
Sand, Brown, White, Tan, Well Graded, Some Small Gravels, Dry,
30

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-39
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
50
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r ip
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
Sand, Tan, White, Well Graded, Some Clay, Dry,
35
40
Clayey Sand, Tan, White, Coarse, Some Small Gravels, Dry,
45
50
Boring Terminated at 50 Ft-BGS
55
60

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-40
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
45
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r ip
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
Topsoil, Silty Sand, Black, Brown, Fine -Medium, Dry,
Sand, Tan, Brown, Poorly Graded, Fine -Medium, Dry,
5
Sandy Clay, Brown, Orange, Tan, Fine -Medium, Dry,
10
Clayey Sand, Brown, Orange, Fine -Medium, Dry,
15
Sand, Brown, Gray, Poorly Graded, Fine -Medium, Dry,
20
Sandy Clay, Gray, Brown, Tan, Dry,
Sand, Gray, Brown, White, Well Graded, Some Clays, Dry,
25
30

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-40
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
45
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
H w
w
Za l7
p
MATERIAL DESCRIPTION
w
a
w
0 w
O J
w
r ip
m
a
w
-2
w
v
Q
w
a
Q
m Z
m
l7
Q
p
Q
N
Zm
d
Sandy Clay, Tan, White, Red, Dry,
Sand, Tan, White, Poorly Graded, Fine -Medium, Dry,
35
40
Clayey Sand, Tan, White, Orange, Coarse, Some Small Gravel, Wet,
45
Boring Terminated at 45 Ft-BGS
50
55
60

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-41
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
50
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
w
0 w
w
H w
w w
Za l7
Q p
MATERIAL DESCRIPTION
w
a
w a
O J
Q
r ip
m
a
w
-2
v
m Z
m
l7
Q
p
Q
N
Zm
d
Topsoil, Silty Sand, Black, Brown, Medium, Dry,
Silty Sand, Brown, Orange, Tan, Medium, Dry,
5
Sandy Clay, Orange, Tan, Fine -Medium, Moist,
10
Clayey Sand, Tan, Medium, Some Gravel, Dry,
15 11
Sand, Gray, Tan, Well Graded, Dry,
20
25
4
Clayey Sand, Medium, Dry,
30

PROJECT: Moore County Landfill
Aberdeen, North Carolina
BORING LOG: GV-41
S&ME Project No. 4358-20-043
DATE DRILLED:
Wednesday, February 21, 2024
BORING DEPTH (FT):
50
DRILL RIG:
Geoprobe 7822 DT
WATER LEVEL:
DRILLER:
Environmental Drilling and Probing Services, LLC
CAVE-IN DEPTH:
HAMMER TYPE:
LOGGED BY:
Cody McMechen
SAMPLING METHOD:
Macro -Core Sampler
NORTHING:
DRILLING METHOD:
Macro -Core Sampler (3-in. OD)
EASTING:
H w
w
Za l7
p
MATERIAL DESCRIPTION
w
a
w
0 w
O J
w
r ip
m
a
w
-2
w
v
Q
w
a
Q
m Z
m
l7
Q
p
Q
N
Zm
d
Sandy Clay, Tan, White, Medium, Dry,
Sand, Tan, White, Well Graded, Dry,
35
40
45
Clayey Sand, Orange, Gray, Tan, Wet,
50
Boring Terminated at 50 Ft-BGS
55
60

WELL CONSTRUCTION RECORD (GW-1
1. Well Contractor Information:
bell Contractor Nauru.
33ot7
VC Well Contractor l'emfication Numbcr
Envirmnw+e�n+a1 fl 1� 1! 1'+M1t3 4 Pmb1nS Servi teSy [u.
'ompany Naror
2. Well Construction Permit 9:
l.ut all applicable well construction perinits it a 17C. Co —A, State. Variance. e1c.t
3. Well Iisc (check well use):
'ater Supply Well:
Agricultural ® Municipal/Pub I is
Geothermal (Heating/Cooling Supply) [)Residential Water Supply (single)
Industrial/Commercial [)Residential Water Supply (shared)
Water Supply- Well:
Aquifer Recharge [](imundwatcr Rem,:dianon
Aquifer Storage and Rec cwery 0 Salinity Hamer
Agmfer lest [)Stormwater Drainage
Experimental Technology [3Substdence Control
('mxhermal (Closed Lt op) 0Tracer
under 1,21 Remarks)
For Internal Lase Only:
14. WATER ZONES
FROM I TO DF,SCRirt' oN - -
fL R
---------------- - ---
ft ft
15.01
FROM
I ft I ft I in
4. Date Weil(s) Conepleted: 7-1 Lt Zy — Well ID#
L 2L
Ss. Wes Location:
M016' e (-OvA3-A L YYv "1
Factbtyt«tier Namc FacihR ID0 (it applicable)
y S 4, TvrvVAi j -to,+ A ber6-&eve N�
Physical .Address, City, and Zip
Moore. __
Cotarty Parcrl(dennficauonNo Wll�)
Sb. Latitude and longitude in degrees/minates/seconds or decimal degrees:
i if wth field, one lation4 is sufficient)
N W
6. 14are) the welt(s) Permanent or [)Temporary
7. Is this a repair to an existing well: DYes or Biro
it this is a repair, fill out Ji x w well construction inlortnotion and esplarn the nature of the
repair under =3 / rerwrks sernon or on the back of rhis lorrn
R. For Geoprobe/DPf or Closed-I,cwp Geothermal Wells having the same
construction, only i GW-1 is needed Indicate TOTAL NUMBER of wells
drilled-
9. -Total well depth below land surface: 90 (ft)
For nneltrple wells Jut all depths ii different (example- 3(aL00 aid 2.:at1001
10. Static water level below top of casing: (ft-)
If water level is above using. use "
1 S
11. Borehole diameter: 10 (in.)
12- Well construction method:-
e auger. rcxan cable, direct push, etc I
FOR WATER SUPPLY WELIS ONLY:
132. Yield (gpm) ?Method of test:
13K Disinfection type: .amount-.
FROM TO t)1A14ia t i1c r an.anLv
; 10 ft p rt rt id 5C.3l.4o QJt
ft
17. SCREEN _ FROM O I)t__A-_
.- fl- --0 f�---- n. I _S_IA7.SrI� 7HT(.'KNESS MA71'-RiA ----
0 1'-�
rt. tt.
T-.-. __}
I& GROUT
FROM
_
TO
MATERIAL.
E*rni sCFAU r NER HOD & AMOLRYI
(u ft. _
ft_
19. SANDJGRAVEL
0 ft.
Cat W1-
Cif
p-oW�
PACK
FROM
"rO MATFAUAL
EWt AC"UNT 11[ETWD
LFO fL
ft
$ ft. i3 Z MeQ
fL
�mtfR
2& DRn.1 WG LOG attach a"banai ahee� R
FROM
TO
DRSCRWTION <Jr, � ask me, eie
ft
ft.
ft.
ft-
ft.
ft
----t3_-
fL
ft.
fL
__.
ft
ft.
- _-- —
ft
-{,—
ft
I
21. REMARKS
22. Certification:
33Z�j
Sigma of Ce 5ed We ontractnt Dole
131 sig g this form, here , rtifi, that the weU(s) was (were) constructed in accordance
with i5AiNCAC 02C 00 or l5A NCAC 02C .0200 Well Construction Standards and that a
cog, of this record has been provided a> the well awner
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of well
construction details You may also attach additional pages if necessary
SUBMITTAL INSTRUCTIONS
24a. For Alf Welk: Submit this form within 30 days of completion of well
construction to the following
Division of Water Resources, information Processing Unit.
1617 Mail Service Center, Raleigh, NC 276"-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,
1636 !Mail Service Center, Raleigh, N(' 276"-1636
24c. For Water Supply & Injection Welk In addition to sending the forth to
the address�es) above- also submit one copy of this form within 30 days of
completion of well constnwtion to the county health department of the county
where constructed
I-or,n G%A, ! \orth r'arnlma I?epartmcnt of Fnso ronmental (lucid riy - Division of Water Reto�es Revised 2-22-2016

WELL CONSTRUCTION RECORD (GW-1}
Print Form
1. Well Contractor Information:
Tom" lied (LM_
:Fell Contractor Name
33ol
NC Well Contractor Certification Number
EVMr yV%eAtal ipR;l(I`tnq ¢ P10101W5 Sehdte_yta.
i
t'ompanv Name
2. Well Construction Permit #:
List all applicable well e-orstmetion pennits (i.e. 13C, County, State, !Variance. etc.)
3. Well Ilse (check well use):
Water Supply Well:
7)AMcuttural
Geothermal (Ileatmg/Cooling Supplv)
IndustrialtCommerc iai
[]MunicipalfPuhlic
Residential Water Supplv (single)
DResidentiai Water Supplv (shared)
VN Water Supply Well: w
Monitoring n Recovery
Aquifer Recharge
Aquifer Storage and Recover,
Aquifer Test
Experimental Technology
(Closed l oop)
Geothermal
Groundwater Remediation
Salinity Burner
[]S1ormwater Drainage
Subsidence Control
Tracer
under #21
4. Date Weil(s) Completed: Z Z1 "_ Well ID# &r A
5a. Well Location: Z ZL Sq) L+O) Lk 1
Y'/ ovre CokM� LAV44k'l�
Facihty,0-twr Name
Facility Mil (if applicable)
Li5(o Tvey%�i L*c,.+ Wc4 1 Abetra-9-ev, NC
Phvsical Address, City, and Zip
YA oo re-
County Parcel Identification No (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one latlong is suffioerr)
«1
6. Is(are) the well(s) Permanent or Temporary
7. Is this a repair to an existing well: QYes or do
f(this is a repair, fill out known well construction information and explain the nature ofthe
repair under =21 remarks section or on the back of this form.
8. For Geoprobe/DPi or Closed -Loop Geothermal Wells having the same
construction, onh'�W-I is needed. Indicate TOTAL NUM13ER of wells
drilled. ur
9. Total well depth below land surface: 1 L (ft.)
For multiple wells list all depths ifdijfereni (example- 30000' and 2a),100')
10. Static water level below top of casing:
if water level is above casing. use - -
11. Borehole diameter: 10 (in.)
14. WATER ZONES
FROM
TO
DESCRD'TION
ft.
ft
ft
It.
15. OUTER CASING for multi -cased wells OR LINER ifs ble
FROM
.TO
DIAMETER
THICKNESS
MATERIAL.
ft
fL
in.
16. INNER CASING OR TUBING eotheLwal dosed-100
FROM
TO
DIAMETER
TMCKNESSS
MATFRreI
�10 ft.
ft
in
sck3l.i.40
pvr—
ft
—..----- ft
in
-
17. SCREEN
FROM
To
DLAMETER
SLOT SIZE
I THICKNESS
MATERUL
y15fL
10 IL
4
0.01
Sci'1.y0
fL
ft.
m.
t
18. GROUT
FROM
TO
MATT:RL�I.
EMPLACEMF.NI" METHOD & AMOL'M
$ ft.
ft
(Q ft-
6en%ni he
F+asulc
ft ft.--------- --
19. SANDIGRAVEL PACK ifapplicable)
PROM
TO
MATERIAL
EMPLACEMENT METHOD
L+5 It
$ f,
MC,O
?$OIL
ft
ft
----
—
20. DRILLING LOG attach additional sheets if
FROM
TO
DESCRIPTION color, hardne-, mdit k tyFw, gridin sim, etc
ft
ft
ft
ft.
ft
ft.
ft
ft
ft
fL
ft
ft
ft.
ft.
21. REMARKS
22. Certification:
33ZN
Stgna ofCe lied We7reo
oatractor Date
13t' rig rig this form, h, rtifi,, that the well(s) was (were) constnmted in accordance
with 15A N�'AC 02C . 00 r 15ANCAC 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
II Well construction method:_-
(i e auger. rotan,. cable. direct post- etc)
24K For Iniection 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, I lnderground Injection Control Program,
FOR WA"PER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC21699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supplv & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13K Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed
Dorm GW -1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016