9226_ShotwellCDLF_LFGMonitoringUpdate_FID1827661_20240202

REPORT OF GROUNDWATER
AND METHANE MONITORING
WELL ABANDONMENT AND
INSTALLATION

SHOTWELL C&D LANDFILL
WENDELL, NORTH CAROLINA

PERMIT NO. 9226-CDLF-2020

Prepared For:
Meridian Waste North Carolina, LLC
5925 Carnegie Blvd, Suite 370
Charlotte, North Carolina 28209

Prepared By:
Bunnell-Lammons Engineering, Inc.
6004 Ponders Court
Greenville, SC 29615

BLE Project Number J23-14374-10

February 1, 2024

BLE North Carolina Business Licenses C-284 & C-1538

February 1, 2024

Meridian Waste North Carolina, LLC
5925 Carnegie Blvd, Suite 370
Charlotte, North Carolina 28209

Attention: Mr. Murray Long
Corporate Landfill Director

Subject: Report of Groundwater and Methane Monitoring Well
Abandonment and Installation
Shotwell C&D Landfill
Wendell, North Carolina
Facility Permit No. 9226-CDLF-2020
BLE Project Number J23-14374-10

Dear Mr. Long:

As authorized by acceptance of Bunnell-Lammons Engineering, Inc. (BLE) Proposal Number J23-14374-10
dated December 8, 2023, we are pleased to submit this report in collaboration with Hodges, Harbin, Newberry,
& Tribble, Inc. (HHNT) to Meridian Waste North Carolina, LLC (Meridian). This report describes the work
performed and presents the results obtained. The purpose of this work was to update the facility’s
environmental monitoring network. The work included the abandonment of one (1) groundwater monitoring
well and one (1) methane monitoring well, the installation of one (1) replacement groundwater monitoring
well, one (1) replacement methane monitoring well, and three (3) new methane monitoring wells.

Included herein is a brief description of the background project information, a description of the scope of
services performed, summary, qualifications, and references.

Sincerely,

BUNNELL LAMMONS ENGINEERING INC.

Zachery J. Downes, P.G. Andrew W. Alexander, P.G., RSM
Project Geologist Consultant Hydrogeologist
Registered, NC No. 2618 Registered, NC No. 1475

cc: Michael Stubbs, P.E. – HHNT
Dave Sanders – HHNT
William Putnal – HHNT

Report of Groundwater and Methane Monitoring Well Abandonment and Installation February 1, 2024
Shotwell C&D Landfill – Wendell, North Carolina BLE Project No. J23-14374-10
i of i

TABLE OF CONTENTS
1.0 PROJECT INFORMATION ........................................................................................................ 1
2.0 FIELD PROCEDURES AND ACTIVITIES ............................................................................... 1
2.1 General ............................................................................................................................................. 1
2.2 Groundwater Monitoring Well and Methane Monitoring Well Abandonment ............................... 2
2.3 Drilling Procedures and Subsurface Conditions Encountered ......................................................... 2
2.4 Groundwater Monitoring Well Installation and Construction ......................................................... 2
2.4.1 Groundwater Monitoring Well Development ......................................................................... 3
2.5 Methane Monitoring Well Installation and Construction ................................................................ 3
3.0 SUMMARY .................................................................................................................................... 4
4.0 QUALIFICATIONS OF REPORT .............................................................................................. 4

Tables

Table 1 Groundwater and Methane Monitoring Well Abandonment Summary
Table 2 Groundwater and Methane Monitoring Well Construction Information

Figures

Figure 1 Site Location Map
Figure 2 Environmental Monitoring Network Map

Appendices

Appendix A As-Built Survey Data
Appendix B North Carolina Form GW-30 Well Abandon Record
Appendix C Boring Logs and Well Construction Diagrams
Appendix D North Carolina Form GW-1 Well Construction Record
Appendix E Soil Laboratory Testing Results
Appendix F Groundwater Monitoring Well Development Log

Report of Groundwater and Methane Monitoring Well Abandonment and Installation February 1, 2024
Shotwell C&D Landfill – Wendell, North Carolina BLE Project No. J23-14374-10
1 of 4

1.0 PROJECT INFORMATION
The Shotwell C&D Landfill (herein referred to as “Site”) is located in Wake County, North Carolina, with
a physical address of 4724 Smithfield Road, Wendell, North Carolina (Figure 1). Meridian Waste North
Carolina, LLC (Meridian) owns and operates the Site (Permit No. 9226-CDLF-2020). The facility consists
of five (5) constructed waste units (Phases 1-5) and one (1) waste unit currently under construction (Phase
6A).

Meridian requested that background groundwater monitoring well MW-1A be abandoned and reinstalled
to accommodate landfill soil stockpiling activities.

BLE prepared a document titled Work Plan for Groundwater Monitoring Well Abandonment and
Replacement, dated December 13, 2023 (FID 1822937) which was submitted to the North Carolina Division
of Waste Management - Solid Waste Section (SWS) for their concurrence on the abandonment of
background groundwater monitoring well MW-1A and the proposed location of the replacement well
(MW-1AR). The SWS approved the work plan via email on December 18, 2023.

Additionally, methane monitoring well LG-8R had measurable amounts of methane in exceedance of the
Lower Explosive Limit (LEL) during the 4th Quarter 2023 landfill gas monitoring event. As a result of the
exceedance, HHNT prepared a document titled Methane Exceedance Notice – Q4 2023 Landfill Gas
Monitoring, dated December 6, 2023 (FID 1822935), notifying the SWS of the exceedance and proposing
remedial actions. The remedial actions included:

 Abandonment and relocation of LG-8R;
 Installation of two additional methane monitoring wells (LG-13 & LG-14) near the
property boundary on either side of LG-8R2 to delineate landfill gas in the area; and,
 Installation of one new methane monitoring well (LG-12) in conjunction with the
construction of Phase 6A.

The SWS approved the proposed remedial actions via email on December 18, 2023. HHNT provided BLE
with a map in PDF format of the methane monitoring well installation locations approved by the SWS.

BLE was retained by Meridian to provide the abandonment and installation services. This report documents
the abandonment and installation activities listed above in general accordance with the facility’s approved
Water Quality Monitoring Plan (WQMP) and the November 2010 (updated August 2021) SWS guidance
titled Landfill Gas Monitoring Guidance.

2.0 FIELD PROCEDURES AND ACTIVITIES
2.1 General

Field activities were performed between January 4, 2024 and January 11, 2024. A North Carolina licensed
driller from Bridger Drilling of Wilmington, NC, performed the groundwater monitoring well and methane
monitoring well abandonment and installation activities which were documented by a geologist from BLE.
A North Carolina registered surveyor from Advanced Civil Design of Cary, NC was retained by HHNT to
survey the new well locations for horizontal and vertical control (Appendix A). We understand that the

Report of Groundwater and Methane Monitoring Well Abandonment and Installation February 1, 2024
Shotwell C&D Landfill – Wendell, North Carolina BLE Project No. J23-14374-10
2 of 4

survey was performed on January 22, 2024. BLE received the surveyor’s certification report on February
1, 2024.

2.2 Groundwater Monitoring Well and Methane Monitoring Well Abandonment

One (1) groundwater monitoring well (MW-1A) and one (1) methane monitoring well (LG-8R) were
permanently abandoned in general accordance with the facility’s approved WQMP and the November 2010
(updated August 2021) SWS guidance titled Landfill Gas Monitoring Guidance.

MW-1A and LG-8R were abandoned using the following procedures:

 The total depth of each well was initially measured with a weighted tag line;
 The total depth of each well’s PVC casing and screen was filled with bentonite-slurry from the
bottom of the well to the top of casing via tremie pipe;
 The concrete pad and steel protective cover were removed from each well;
 The entire depth of each well was over-drilled to remove the well construction materials; and,
 The resulting boreholes were filled with 5% bentonite cement grout from the bottom of the borehole
to 10 feet below ground surface via tremie pipe. The remaining borehole was backfilled with
3/8-inch bentonite chips, hydrated in lifts, to ground surface.

A summary of the completed abandonment activities is included in Table 1. Abandonment locations are
shown on Figure 2. A North Carolina Form GW-30 Well Abandonment Record was prepared for each well,
which are included as Appendix B.

2.3 Drilling Procedures and Subsurface Conditions Encountered

The borings were performed using a CME-45C ATV-mounted drilling rig, employing hollow stem auger
drilling techniques in the residual soil.

The soil descriptions on the boring logs (Appendix C) were based on visual examination and on soil
laboratory results. The descriptions conform to the Unified Soil Classification System (USCS).

2.4 Groundwater Monitoring Well Installation and Construction

One (1) replacement groundwater monitoring well (MW-1AR) was installed at the site in general
accordance with the facility’s approved WQMP. The groundwater monitoring well location is shown on
Figure 2 and well construction diagrams are included in Appendix C. A North Carolina Form GW-1 Well
Construction Record was completed for the groundwater monitoring well and is included in Appendix D.

The groundwater monitoring well consists of 2-inch diameter polyvinyl chloride (PVC; Johnson Schedule
40, NSF-rated) casing with flush-threaded joints inserted in 8.25-inch nominal diameter borehole. The
bottom 10-foot section of the well is a manufactured well screen with 0.010-inch-wide machined slots with
a 0.25-foot-long sediment trap threaded onto the bottom of the screen section. The screen section of the
monitoring well was set with a target water column of approximately 13 feet.

Silica filter sand (DSI, #2) was placed around the outside of the pipe in the borehole annulus to a level
above the top of the well screen. A hydrated bentonite seal (Baroid brand 3/8-inch diameter chips) was
installed on top of the filter sand to seal the monitoring wells at the desired level. The remaining well

Report of Groundwater and Methane Monitoring Well Abandonment and Installation February 1, 2024
Shotwell C&D Landfill – Wendell, North Carolina BLE Project No. J23-14374-10
3 of 4

annulus was grouted with a 5% bentonite-cement mixture from the top of the bentonite seal to within one-
foot of the ground surface.

The surface completion of the well consists of a PVC cap and a lockable 4-inch x 4-inch x 5-foot standup
protective steel cover, with a 2-foot by 2-foot concrete pad at the base of the steel cover. An identification
plate was fastened to the protective steel cover. The identification plate specifies the well identification
number, drilling contractor, date installed, total depth, and construction details. A 4-inch x 4-inch wooden
ID post painted blue was installed next to the well. The well was constructed with a vent hole in the PVC
casing near the top of the well, a weep hole near the base of the outer protective steel cover, and a survey
pin in the concrete pad.

Laboratory analyses were performed on a soil sample collected from the depth of the well’s screened
interval and the filter pack sand via ASTM D 422. The soil laboratory results are included in Appendix E.

2.4.1 Groundwater Monitoring Well Development

The one (1) replacement groundwater monitoring well was purged and developed to reduce the groundwater
turbidity utilizing conventional development techniques (surging and pumping). The total volume of
groundwater purged was 27.5 gallons. Turbidity was measured during the well development using a Hach
2100Q Portable Turbidimeter. The initial turbidity exceeded 1,000 NTUs but was developed until further
development did not substantially reduce the turbidity level. The final turbidity value achieved was 9.8
NTUs. A summary of the well development is attached in Appendix F.

2.5 Methane Monitoring Well Installation and Construction

One (1) replacement methane monitoring well (LG-8R2) and three (3) new methane monitoring wells
(LG-12, LG-13, and LG-14) were installed at the site in general accordance with the November 2010
(updated August 2021) SWS guidance titled Landfill Gas Monitoring Guidance. The methane monitoring
well locations are shown on Figure 2 and well construction diagrams are included in Appendix C. A North
Carolina Form GW-1 Well Construction Record was completed for each of the methane monitoring wells
and are included in Appendix D.

The methane monitoring wells consist of 2-inch diameter PVC (Johnson Schedule 40, NSF-rated) casing
inserted into 8.25-inch nominal diameter boreholes. The screens were set to span the majority of the vadose
zone, beginning at the first occurrence of bedrock or groundwater, whichever was shallower. The screened
section of the casing consisted of manufactured PVC well screen with 0.010-inch-wide machined slots and
a threaded endcap. Filter pack sand (DSI, #2) was placed from the bottom of the borehole to above the static
groundwater level for boreholes that extended beyond the first occurrence of groundwater. The annulus of
the screened interval was filled with washed quartz pea gravel from the top of sand to 5 feet bgs. The
remaining annulus of the wells consists of an approximately 0.5-foot layer of filter sand placed on top of
the pea gravel, an approximate 1-foot layer of hydrated 3/8-inch bentonite chips placed on top of the filter
sand, and a 5% bentonite-cement mixture to the ground surface.

The surface completion of the wells consists of a quick connect cap and a lockable 4-inch x 4-inch x 5-foot
standup protective steel cover, with a 2-foot by 2-foot concrete pad at the base of the steel cover. An
identification plate was fastened to the protective steel cover. The identification plate specifies the well
identification number, drilling contractor, date installed, total depth, and construction details. A 4-inch x
4-inch wooden ID post painted red was installed next to each methane well. The wells were constructed
with a weep hole near the base of the outer protective steel cover, and a survey pin in the concrete pad.

Report of Groundwater and Methane Monitoring Well Abandonment and Installation February 1, 2024
Shotwell C&D Landfill – Wendell, North Carolina BLE Project No. J23-14374-10
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3.0 SUMMARY
The groundwater monitoring network has been updated by abandoning one (1) existing groundwater
monitoring well (MW-1A) and installing and developing one (1) replacement groundwater monitoring well
(MW-1AR). The landfill gas monitoring network has been updated and expanded by abandoning one (1)
existing methane monitoring well (LG-8R) and installing one (1) replacement methane monitoring well (LG-
8R2) and three (3) new methane monitoring wells (LG-12, LG-13, and LG-14). The abandonment and
installation activities were performed in general accordance with the facility’s approved WQMP and the
November 2010 (updated August 2021) SWS guidance titled Landfill Gas Monitoring Guidance.

4.0 QUALIFICATIONS OF REPORT
The activities and evaluative approaches used in this scope of work are consistent with those normally
employed for services of this type. Our services have been performed based on our understanding of the site
and the observations made during our work.

This report has been prepared on behalf of and exclusively for the use of Meridian. This report and the
findings contained herein shall not, in whole or in part, be used or relied upon by any other party (excluding
the SWS) without BLE’s prior written consent.

Tables

Table 1
Groundwater and Methane Monitoring Well Abandonment Summary
Shotwell C&D Landfill
Wendell, North Carolina
Permit No. 9226-CDLF-2020
BLE Project Number J23-14374-10
Abandonment Methods
MW-1A 38.0 37.7 40.4 1/5/24 286.30
Approx. 6.5-gallons bentonite slurry
inside PVC casing.
Approx. 84-gallons 5% bentonite-grout
in resulting borehole up to 10-feet bgs.
350lbs 3/8-inch bentonite chips to ground
surface.
LG-8R 32.0 31.1 33.4 1/5/24 286.40
Approx. 5.5-gallons bentonite slurry
inside PVC casing.
Approx. 64-gallons 5% bentonite-grout
in resulting borehole up to 10-feet bgs.
300lbs 3/8-inch bentonite chips to ground
surface.
Notes:
Abandonment ativities performed by Bridger Drilling on January 4-5, 2024
bgs = Below Ground Surface
1 Elevations are in FEET above mean seal level (MSL)
1. Measured the total depth of each well.
2. Placed bentonite-slurry inside the PVC casing from bottom of
well to top of casing via tremie pipe.
3. Removed concrete pad and steel stickup.
4. Cut grouted PVC casing off approximately level with ground
surface.
5. Over-drilled the entire depth of well with 8.25-inch hollow
stem augers.
6. Filled resulting borehole with 5% bentonite-grout from bottom of
borehole to 10-feet below ground surface via tremie pipe.
7. Backfilled remaining 10-feet to ground surface with 3/8-inch
bentonite chips.
Equipment Used
(rig, auger size, etc.)
Grout/Bentonite
Amount
Ground
Surface
Elevation1
CME-45C, 8.25-inch O.D.
Hollow Stem Auger
Well Reported
Depth (bgs)
Tagged
Depth (bgs)
Drilled-Out
to:
Date
Abandoned
Prepared by: ZJD
Checked by: TCG
Table 2
Groundwater and Methane Monitoring Well Construction Information
Shotwell C&D Landfill
Wendell, North Carolina
Permit No. 9226-CDLF-2020
BLE Project Number J23-14374-10
Survey Information
Ground Survey Disk TOC Northing Easting Latitude Longitude Screen Depth Below Screen Unit
Well Elevation Elevation Elevation (ft)(ft)(dd)(dd)Ground Surface Elevation Screened
MW-1AR 288.59 288.88 292.67 720,033.62 2,167,042.08 35.727096 -78.437187 39.4 -49.4 249.2 -239.2 Residuum
LG-8R2 288.50 288.68 292.90 720,038.50 2,167,040.72 35.727109 -78.437192 5.5 -30.5 283.0 -258.0 Residuum
LG-12 263.24 263.40 267.42 719,637.70 2,166,217.80 35.726021 -78.439972 8.5 -13.5 254.8 -249.8 Residuum
LG-13 284.46 284.71 288.61 719,650.93 2,166,708.91 35.726050 -78.438317 9.2 -29.2 275.3 -255.3 Residuum
LG-14 284.28 284.67 289.02 719,752.05 2,167,314.92 35.726318 -78.436273 5.7 -35.7 278.6 -248.6 Residuum
Notes:
1. Elevations are in FEET above mean sea level (MSL)
2. Depths indicated are in FEET
3. TOC = top of casing (PVC)
4. Survey perfomed by Advanced Civil Design of Cary, North Carolina on January 22, 2024.
5. Latitude and Longitude converted from State Plane.
Groundwater Wells
Methane Probes
14374-10 Shotwell LF Well Install Table.xlsx
Table 1
Prepared By: RLB
Checked By: ZJD

Figures

WAKE
C
O.
JOH
N
S
T
O
N
C
O.
PROPERTY
BOUNDARY
EXISTING
PERMITTED WASTE
BOUNDARY
UNCONSTRUCTED
PERMITTED
WASTE AREA
1
300310320240 250260270280
250260270280290300310320250240 270
280290300310320330220230240250260270280 230240250260270
260
27
0 280
29
0280 270
280290
300SMITHFIELD ROADSCALE HOUSEMAINTENANCEGARAGESCALEPERMITTED LANDFILLFOOTPRINTPHASE 1-5WASTE LIMITPROPERTY BOUNDARY(TYP.)APPROXIMATE LAND CLEARINGAND INERT DEBRIS (LCID) AREAEXISTINGSEDIMENT PONDEXISTINGSEDIMENTPONDEXISTINGSEDIMENT PONDEXISTINGSEDIMENTPONDEXISTINGPHASE 1-5FILL AREA290
290270250260
290210200 UNDERCONSTRUCTIONPHASE 6APROPOSED EDGE OFPHASE 6A (TYP.)

APPENDIX A

As-Built Survey Data

SM
I
T
H
F
I
E
L
D

RO
A
D
(
S
R
2
2
3
3
)
SEAL
L - 5273PROFESSIO
N
A
LNORT H C AROLIN
A
L
A
ND SUR VJ
A
MES D W.H IT AE YORCRENC GRID NAD 83 (2011 ADJUSTMENT)ADVANCED
C I V I L D E S I G N
E N G I N E E R S S U R V YE O R S
51 Kilmayne Drive
Suite 102
Cary, North Carolina 27511
ph 919.481.6290
fax [phone]
Firm License # C-2798
As-Built Survey
for
Shotwell Landfill Monitoring Points
O:\22-0007-1193NC\DWG\Production Drawings\SURVEY\As-Built\0007-1193 As-built.dwg, Layout1 (3), 1/29/2024 9:01:38 AM, bwaranowski01/29/2024

APPENDIX B

North Carolina Form GW-30
Well Abandon Record

WELL ABANDONMENT RECORD
Form GW-30 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016
1.Well Contractor Information:
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC Well Contractor Certification Number
Company Name
2.Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) if known
3.Well use (check well use):
Water Supply Well: □Agricultural □Municipal/Public
□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared) □Irrigation
Non-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation□Aquifer Storage and Recovery □Salinity Barrier
□Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control
□Geothermal (Closed Loop)□Tracer□Geothermal (Heating/Cooling Return) □Other (explain under 7g)
4. Date well(s) abandoned:
5a. Well location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non-water supply wells ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#:
6b. Total well depth: (ft.)
6c. Borehole diameter: (in.)
6d. Water level below ground surface: (ft.)
6e. Outer casing length (if known): (ft.)
6f. Inner casing/tubing length (if known): (ft.)
6g. Screen length (if known): (ft.)
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of wells abandoned:
7b. Approximate volume of water remaining in well(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply): □Neat Cement Grout □Bentonite Chips or Pellets
□Sand Cement Grout □Dry Clay
□Concrete Grout □Drill Cuttings □Specialty Grout □Gravel
□Bentonite Slurry □Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief description of the abandonment procedure:
8.Certification:
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
9.Site diagram or additional well details: You may use the back of this page to provide additional well site details or wellabandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well abandonment to the following:
Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Injection Wells: In addition to sending the form to the address in 10a above, also submit one copy of this form within 30 days of completion of well abandonment to the following:
Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636
10c. 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 completion of well abandonment to the county health department of the county where
abandoned.
For Internal Use ONLY:
Mike Radford
4267-A NA
Bridger Drilling
NA
NA
NA
Cement-bentonite grout - 90.5 gallons
bentonite chips - 350 lbs
1/5/24
See Report.
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591 1/23/24
Wake 1761682890
35.7258342 78.4373614
MW-1A
37.7
8.25
NA
NA
NA
NA
WELL ABANDONMENT RECORD
Form GW-30 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016
1.Well Contractor Information:
Well Contractor Name (or well owner personally abandoning well on his/her property)
NC Well Contractor Certification Number
Company Name
2.Well Construction Permit #: List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.) if known
3.Well use (check well use):
Water Supply Well: □Agricultural □Municipal/Public
□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared) □Irrigation
Non-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation□Aquifer Storage and Recovery □Salinity Barrier
□Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control
□Geothermal (Closed Loop)□Tracer□Geothermal (Heating/Cooling Return) □Other (explain under 7g)
4. Date well(s) abandoned:
5a. Well location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field, one lat/long is sufficient)
N W
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Attach well construction record(s) if available. For multiple injection or non-water supply wells ONLY with the same construction/abandonment, you can submit one form.
6a. Well ID#:
6b. Total well depth: (ft.)
6c. Borehole diameter: (in.)
6d. Water level below ground surface: (ft.)
6e. Outer casing length (if known): (ft.)
6f. Inner casing/tubing length (if known): (ft.)
6g. Screen length (if known): (ft.)
WELL ABANDONMENT DETAILS
7a. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same well construction/depth, only 1 GW-30 is needed. Indicate TOTAL NUMBER of wells abandoned:
7b. Approximate volume of water remaining in well(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply): □Neat Cement Grout □Bentonite Chips or Pellets
□Sand Cement Grout □Dry Clay
□Concrete Grout □Drill Cuttings □Specialty Grout □Gravel
□Bentonite Slurry □Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
7g. Provide a brief description of the abandonment procedure:
8.Certification:
Signature of Certified Well Contractor or Well Owner Date
By signing this form, I hereby certify that the well(s) was (were) abandoned in accordance with 15A NCAC 02C .0100 or 2C .0200 Well Construction Standards and that a copy of this record has been provided to the well owner.
9.Site diagram or additional well details: You may use the back of this page to provide additional well site details or wellabandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well abandonment to the following:
Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Injection Wells: In addition to sending the form to the address in 10a above, also submit one copy of this form within 30 days of completion of well abandonment to the following:
Division of Water Resources, Underground Injection Control Program, 1636 Mail Service Center, Raleigh, NC 27699-1636
10c. 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 completion of well abandonment to the county health department of the county where
abandoned.
For Internal Use ONLY:
Mike Radford
4267-A NA
Bridger Drilling
NA
NA
NA
Cement-bentonite grout - 69.5 gallons
Bentonite chips - 300 lbs
1/5/24
See Report.
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591 1/23/24
Wake 1761682890
35.7258527 78.4373731
LG-8R
31.1
8.25
NA
NA
NA
NA

APPENDIX C

Boring Logs and Well Construction Diagrams

Dark brown to red, some organics, silty SAND
Dark brown to red, clayey, silty SAND
Reddish brown, silty SAND
Light brown to tan, silty, medium SAND
Cement Grout, 0 to 34.2 feet
SURFACE COMPLETION4" X 4" stand-up locking steelprotective cover with a 2'x2'concrete pad at the base with
survey pin. 1/8-inch weep hole and
vent hole installed in steel coverand pvc stick up, respectively.Ground surface elev. = 288.59'
Top of PVC casing elev. = 292.67'
Stick up = 4.08'
Northing = 720,033.62'
Easting = 2,167,042.08'
Bentonite seal, 34.2 to 37.6 feet
Filter pack, sand 37.6 to 50.4 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
285
280
275
270
265
260
255
250
CAVING>
GROUNDWATER MONITORING WELL NO. MW-1ARSheet 1 of 2
1-10-24
DEPTH TO - WATER> INITIAL:
CLIENT:
46.1
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:36.2
GROUNDWATER MONITORING WELL NO. MW-1AR
START: 1-10-24
288.59ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24SOILTYPE MONITOR WELL INSTALLATIONDETAILS
Light brown to tan, silty, medium SAND
Brown to tan, silty, fine to medium SAND
Boring terminated at 50.4 feet below ground surface. Groundwaterencountered at 46.1 feet below ground surface at time of drilling and at 36.2feet 24 hours after drilling.
2-inch diameter, 0.010-inch slottedSchedule 40 PVC well screen, 39.4to 49.4 feet
Pipe capTotal well depth, 49.6 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
245
240
235
230
225
220
215
210
CAVING>
GROUNDWATER MONITORING WELL NO. MW-1ARSheet 2 of 2
1-10-24
DEPTH TO - WATER> INITIAL:
CLIENT:
46.1
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:36.2
GROUNDWATER MONITORING WELL NO. MW-1AR
START: 1-10-24
288.59ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24SOILTYPE MONITOR WELL INSTALLATIONDETAILS
Dark brown, moist, some organics, silty SAND
Brown to red, moist, clayey, silty SAND
Reddish brown, dry, silty SAND
Light brown to tan, dry, silty SAND
Light brown to tan, dry, micaceous, silty, fine to medium SAND
Dark tan, dry, micaceous, silty, medium SAND
Dark tan, wet, micaceous, silty, medium to coarse SAND
Cement Grout, 0 to 3.4 feet
Bentonite seal, 3.4 to 4.3 feet
Filter pack, sand 4.3 to 5.0 feet
SURFACE COMPLETION4" X 4" stand-up locking steelprotective cover with a 2'x2'concrete pad at the base with
survey pin. 1/8-inch weep hole
installed in the steel cover.
Ground surface elev. = 288.50'
Top of PVC casing elev. = 292.90'
Stick up = 4.40'
Northing = 720,038.50'
Easting = 2,167,040.72'
Filter pack, pea gravel 5.0 to 30.8feet
2-inch diameter, 0.010-inch slottedSchedule 40 PVC well screen, 5.5to 30.5 feet
Pipe capTotal well depth, 30.8 feet
Filter pack, sand 30.8 to 45.4 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
285
280
275
270
265
260
255
250
CAVING>
METHANE PROBE NO. LG-8R2Sheet 1 of 2
1-10-24
DEPTH TO - WATER> INITIAL:
CLIENT:
33.7
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:NM
METHANE PROBE NO. LG-8R2
START: 1-9-24
288.50ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24MONITOR WELL INSTALLATIONDETAILSSOILTYPE
Boring terminated at 45.4 feet below ground surface. Groundwaterencountered at 33.7 feet below ground surface at time of drilling.
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
245
240
235
230
225
220
215
210
CAVING>
METHANE PROBE NO. LG-8R2Sheet 2 of 2
1-10-24
DEPTH TO - WATER> INITIAL:
CLIENT:
33.7
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:NM
METHANE PROBE NO. LG-8R2
START: 1-9-24
288.50ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24MONITOR WELL INSTALLATIONDETAILSSOILTYPE
Reddish brown, dry, silty, medium SAND
Light brown, dry, silty, fine to medium SAND
Brown, dry, silty, fine to medium SAND
Brown to tan, dry, silty, fine to medium SAND
Tan, wet, silty, medium SAND
Boring terminated at 25.0 feet below ground surface. Groundwaterencountered at 15.3 feet below ground surface at time of drilling.
Cement Grout, 0 to 3.4 feet
Bentonite seal, 3.4 to 4.3 feet
Filter pack, sand 4.3 to 5.0 feet
Filter pack, pea gravel 5.0 to 13.7feet
2-inch diameter, 0.010-inch slottedSchedule 40 PVC well screen, 8.5to 13.5 feet
Pipe capTotal well depth, 13.7 feet
Filter pack, sand 13.7 to 25.0 feet
SURFACE COMPLETION4" X 4" stand-up locking steelprotective cover with a 2'x2'concrete pad at the base with
survey pin. 1/8-inch weep hole
installed in the steel cover.
Ground surface elev. = 263.24'
Top of PVC casing elev. = 267.42'
Stick up = 4.18'
Northing = 719,637.70'
Easting = 2,166,217.80'
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
260
255
250
245
240
235
230
225
CAVING>
METHANE PROBE NO. LG-12Sheet 1 of 1
1-11-24
DEPTH TO - WATER> INITIAL:
CLIENT:
15.3
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:
METHANE PROBE NO. LG-12
START: 1-11-24
263.24ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24MONITOR WELL INSTALLATIONDETAILSSOILTYPE
Red to brown, dry, micaceous, sandy, clayey SILT
Red to brown, dry, micaceous, sandy SILT
Light brown, dry, micaceous, silty SAND
Light brown to gray, dry, micaceous, silty SAND
Light brown to gray, wet, micaceous, silty SAND
Boring terminated at 38.0 feet below ground surface. Groundwaterencountered at 32.1 feet below ground surface at time of drilling.
Cement Grout, 0 to 3.7 feet
Bentonite seal, 3.7 to 4.4 feet
Filter pack, sand 4.4 to 5.0 feet
Filter pack, pea gravel 5.0 to 29.4feet
SURFACE COMPLETION
4" X 4" stand-up locking steel
protective cover with a 2'x2'concrete pad at the base withsurvey pin. 1/8-inch weep holeinstalled in the steel cover.
Ground surface elev. = 284.46'
Top of PVC casing elev. = 288.61'
Stick up = 4.15'
Northing = 719,650.93'
Easting = 2,166,708.91'
2-inch diameter, 0.010-inch slottedSchedule 40 PVC well screen, 9.2to 29.2 feet
Pipe capTotal well depth, 29.4 feet
Filter pack, sand 29.4 to 38.0 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
280
275
270
265
260
255
250
245
CAVING>
METHANE PROBE NO. LG-13Sheet 1 of 1
1-9-24
DEPTH TO - WATER> INITIAL:
CLIENT:
32.1
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:
METHANE PROBE NO. LG-13
START: 1-8-24
284.46ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24MONITOR WELL INSTALLATIONDETAILSSOILTYPE
Gray to brown, moist, micaceous, sandy SILT
Gray to reddish brown, moist, micaceous, sandy SILT
Brown to red, dry, micaceous, clayey, sandy SILT
Light brown, dry, micaceous, sandy SILT
Light brown to white, dry, micaceous, silty SAND
Light brown to gray, dry, micaceous, silty SAND
Light brown to gray, moist, micaceous, silty SAND
Cement Grout, 0 to 3.3 feet
Bentonite seal, 3.3 to 4.4 feet
Filter pack, sand 4.4 to 5.0 feet
SURFACE COMPLETION4" X 4" stand-up locking steelprotective cover with a 2'x2'concrete pad at the base withsurvey pin. 1/8-inch weep hole
installed in the steel cover.
Ground surface elev. = 284.28'
Top of PVC casing elev. = 289.02'
Stick up = 4.74'
Northing = 719,752.05'
Easting = 2,167,314.92'
Filter pack, pea gravel 5.0 to 35.9feet
2-inch diameter, 0.010-inch slottedSchedule 40 PVC well screen, 5.7to 35.7 feet
Pipe capTotal well depth, 35.9 feet
Filter pack, sand 35.9 to 45.0 feet
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
280
275
270
265
260
255
250
245
CAVING>
METHANE PROBE NO. LG-14Sheet 1 of 2
1-8-24
DEPTH TO - WATER> INITIAL:
CLIENT:
36.4
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
5
10
15
20
25
30
35
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:
METHANE PROBE NO. LG-14
START: 1-8-24
284.28ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24MONITOR WELL INSTALLATIONDETAILSSOILTYPE
Light brown to gray, wet, micaceous, silty SAND
Boring terminated at 45.0 feet below ground surface. Groundwaterencountered at 36.4 feet below ground surface at time of drilling.
DESCRIPTION
LOCATION:
DRILLER:
DRILLING METHOD:
240
235
230
225
220
215
210
205
CAVING>
METHANE PROBE NO. LG-14Sheet 2 of 2
1-8-24
DEPTH TO - WATER> INITIAL:
CLIENT:
36.4
PROJECT NO.:
END:Meridian Waste North Carolina, LLC
Wendell, North Carolina
Bridger Drilling, Mike Radford
ELEVATION/DEPTH (FT)
45
50
55
60
65
70
75
PROJECT:
CME-45C with 8.25 inch O.D. Hollow Stem Auger
J23-14374-10
AFTER 24 HOURS:
METHANE PROBE NO. LG-14
START: 1-8-24
284.28ELEVATION:
T. GerringerLOGGED BY:
Shotwell Probe and Well Install
GEOT_WELL NO SAMPLE 14374-10.GPJ 1/25/24MONITOR WELL INSTALLATIONDETAILSSOILTYPE

APPENDIX D

North Carolina Form GW-1
Well Construction Record

WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.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 □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification 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(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back 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 of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A 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 wellconstructioninfo(add'SeeOver'inRemarksBox).Youmayalsoattachadditionalpagesifnecessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
Mike Radford
4267-A Overburden
Bridger Drilling 0.0 39.4 Sch 40
39.4 49.4 0.010
0.0 Grout
34.2 Bentonite
37.6 DSI #2
See Boring Log for MW-1AR1/10/24 MW-1AR
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591
Wake 1761682890
35.7270960 78.4371872 1/23/24
49.6
39.8
8.25
Hollow Stem Auger
49.636.1
PVC
Sch 40 PVC
2
2
34.2
37.6
50.4 Pour
Tremie
Pour
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.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 □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification 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(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back 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 of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A 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 wellconstructioninfo(add'SeeOver'inRemarksBox).Youmayalsoattachadditionalpagesifnecessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
Mike Radford
4267-A Overburden
Bridger Drilling 0.0 5.5 Sch 40
5.5 30.5 0.010
0.0 Grout
3.4 Bentonite
4.3 DSI #2
5.0 Pea Gravel
See Boring Log for LG-8R21/9/24 LG-8R2
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591
Wake 1761682890 Landfill Gas Monitoring Well
35.7271094 78.4371917 1/23/24
30.8
NA / Gas Well
8.25
Hollow Stem Auger
45.433.7
PVC
Sch 40 PVC
2
2
3.4
4.3
5.0
45.4
Pour
Pour
Pour
Pour
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.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 □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification 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(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back 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 of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A 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 wellconstructioninfo(add'SeeOver'inRemarksBox).Youmayalsoattachadditionalpagesifnecessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
Mike Radford
4267-A Overburden
Bridger Drilling 0.0 8.5 Sch 40
8.5 13.5 0.010
0.0 Grout
3.4 Bentonite
4.3 DSI #2
5.0 Pea Gravel
See Boring Log for LG-12.1/11/24 LG-12
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591
Wake 1761682890 Landfill Gas Monitoring Well
35.7260211 78.4399719 1/23/24
13.7
NA / Gas Well
8.25
Hollow Stem Auger
25.015.3
PVC
Sch 40 PVC
2
2
3.4
4.3
5.0
25.0
Pour
Pour
Pour
Pour
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.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 □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification 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(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back 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 of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A 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 wellconstructioninfo(add'SeeOver'inRemarksBox).Youmayalsoattachadditionalpagesifnecessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
Mike Radford
4267-A Overburden
Bridger Drilling 0.0 9.2 Sch 40
9.2 29.2 0.010
0.0 Grout
3.7 Bentonite
4.4 DSI #2
5.0 Pea Gravel
See Boring Log for LG-13.1/9/24 LG-13
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591
Wake 1761682890 Landfill Gas Monitoring Well
35.7260498 78.4383170 1/23/24
29.4
NA / Gas Well
8.25
Hollow Stem Auger
38.032.1
PVC
Sch 40 PVC
2
2
3.7
4.4
5.0
38.0
Pour
Pour
Pour
Pour
WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:
Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 6-6-2018
1.Well Contractor Information:
Well Contractor Name
NC Well Contractor Certification Number
Company Name
2.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 □Municipal/Public □Geothermal (Heating/Cooling Supply) □Residential Water Supply (single) □Industrial/Commercial □Residential Water Supply (shared) □Irrigation □Wells > 100,000 GPDNon-Water Supply Well: □Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation □Aquifer Storage and Recovery □Salinity Barrier □Aquifer Test □Stormwater Drainage □Experimental Technology □Subsidence Control □Geothermal (Closed Loop)□Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Facility/Owner Name Facility ID# (if applicable)
Physical Address, City, and Zip
County Parcel Identification 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(are) the well(s): □Permanent or □Temporary
7.Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the repair under #21 remarks section or on the back 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 of wellsdrilled:
9. Total well depth below land surface: (ft.) For multiple wells list all depths if different (example- 3@200’ and 2@100′)
10.Static water level below top of casing: (ft.) If water level is above casing, use “+”
11. Borehole diameter: (in.)
12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREENFROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable) FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22.Certification:
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance with 15A NCAC 02C .0100 or 15A 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 wellconstructioninfo(add'SeeOver'inRemarksBox).Youmayalsoattachadditionalpagesifnecessary.
24.SUBMITTAL INSTRUCTIONS
Submit this GW-1 within 30 days of well completion per the following:
24a. For All Wells: Original form to Division of Water Resources (DWR), Information Processing Unit, 1617 MSC, Raleigh, NC 27699-1617
24b. For Injection Wells: Copy to DWR, Underground Injection Control (IUC)
Program, 1636 MSC, Raleigh, NC 27699-1636
24c. For Water Supply and Open-Loop Geothermal Return Wells: Copy to the county environmental health department of the county where installed
24d. For Water Wells producing over 100,000 GPD: Copy to DWR, CCPCUA Permit Program, 1611 MSC, Raleigh, NC 27699-1611
Mike Radford
4267-A Overburden
Bridger Drilling 0.0 5.7 Sch 40
5.7 35.7 0.010
0.0 Grout
3.3 Bentonite
4.4 DSI #2
5.0 Pea Gravel
See Boring Log for LG-14.1/8/24 LG-14
Shotwell C&D Landfill 9226-CDLF-2020
4724 Smithfield Rd, Wendell, 27591
Wake 1761682890 Landfill Gas Monitoring Well
35.7263182 78.4362733 1/23/24
35.9
NA / Gas Well
8.25
Hollow Stem Auger
45.036.4
PVC
Sch 40 PVC
2
2
3.3
4.4
5.0
45.0
Pour
Pour
Pour
Pour

APPENDIX E

Soil Laboratory Testing Results

Tested By: DM Checked By: DM/ML
Bunnell Lammons Engineering, Inc.
Greenville, SC
(no specification provided)
PL=LL=PI=
D90=D85=D60=
D50=D30=D15=
D10=Cu=Cc=
USCS=AASHTO=
*
Brown poorly graded SAND
#4
#10
#20
#40
#60
#100
#140
#200
100.0
93.3
4.3
0.3
0.3
0.2
0.2
0.2
1.9184 1.8151 1.4480
1.3339 1.1279 0.9761
0.9213 1.57 0.95
SP
Meridian Waste Acquistions
Shotwell C&D Landfill Well Install
14374-10
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: Filter Pack
Sample Number: Filter Pack Date:
Client:
Project:
Project No:Figure
SIEVE PERCENT SPEC.*PASS?
SIZE FINER PERCENT (X=NO)PERCENT FINER0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE - mm.
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 6.7 93.0 0.1 0.26 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report
Tested By: ML Checked By: DM/ML
Bunnell Lammons Engineering, Inc.
Greenville, SC
(no specification provided)
PL=LL=PI=
D90=D85=D60=
D50=D30=D15=
D10=Cu=Cc=
USCS=AASHTO=
*
Grey silty SAND
3/8
#4
#10
#20
#40
#60
#100
#140
#200
100.0
99.9
98.7
88.9
72.4
57.6
42.0
33.1
27.9
0.9053 0.7048 0.2711
0.1950 0.0881
Meridian Waste Acquistions
Shotwell C&D Landfill Well Install
14374-10
Soil Description
Atterberg Limits
Coefficients
Classification
Remarks
Source of Sample: MW Depth: 40-41
Sample Number: MW-1AR Date:
Client:
Project:
Project No:Figure
SIEVE PERCENT SPEC.*PASS?
SIZE FINER PERCENT (X=NO)PERCENT FINER0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE - mm.
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.1 1.2 26.3 44.5 27.96 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report
SAMPLE ID. DEPTH (Ft) WET WEIGHT (g) DRY WEIGHT (g)MOISTURE CONTENT %
MW-1AR 40.0 41.0 447.5 343.5 30.3

JOB NAME: TESTED BY: ML
JOB NO.: CHECKED BY: DM
DATE: 1/23/2024
LABORATORY MOISTURE CONTENT DETERMINATION
(ASTM D2216)
Shotwell C&D Landfill Well Install
14374-10

APPENDIX F

Groundwater Monitoring Well Development Log

MONITORING WELL DEVELOPMENT LOG
DATE 1/10/24 & 1/11/24 TOTAL WELL DEPTH (TWD); TOP OF CASING =53.3 1/100 ft
PERSONNEL TCG DEPTH TO GROUND WATER (DGW) =39.83 1/100 ft
SITE Shotwell C&D Landfill - Wendell, NC LENGTH OF WATER COLUMN (LWC) = TWD - DGW =13.5 1/100 ft
JOB #J23-14374-10 1 CASING VOLUME (CV) = LWC x 0.17 =2.3 gallons
WELL ID MW-1AR NUMBER CV REMOVED = 12 CV
TOTAL VOLUME OF WATER REMOVED =27.5 gallons
METHOD OF WELL DEVELOPMENT =Pump & Surge
WELL YIELD = Low/Moderate
TIME ELAPSED VOLUME PURGED SURGE WATER pH SPECIF. COND.TURBIDITY COLOR PURGING
DEV. TIME (hrs)event (gallons)total (gallons)TEMP (C)(units)(mmho/cm)(NTU)(subjective)METHOD
1/10/2024 13:42 0 hr 0 min 0.0 0.0 Yes 19.0 7.45 262.9 >1000 Brown Pump
1/10/2024 13:52 0 hr 10 min 2.5 2.5 -20.3 7.56 219.3 >1000 Brown Pump
1/10/2024 14:05 0 hr 23 min 2.5 5.0 Yes 19.7 7.36 156.30 459 Tan/Cloudy Pump
1/10/2024 14:53 1 hr 11 min 2.5 7.5 Yes 18.1 7.31 147.6 >1000 Brown Pump
1/10/2024 15:17 1 hr 35 min 2.5 10.0 Yes 18.5 7.01 127.6 657 Cloudy Pump
1/10/2024 15:42 2 hr 0 min 2.5 12.5 Yes 18.0 6.86 123.8 247 Cloudy Pump
1/10/2024 16:16 2 hr 34 min 2.5 15.0 Yes 18.3 6.6 119.9 >1000 Cloudy Pump
1/10/2024 16:32 2 hr 50 min 1.3 16.3 Yes 17.8 6.77 1217 884 Cloudy Pump
1/10/2024 16:49 3 hr 7 min 1.3 17.5 -18.1 6.78 107.8 233 Cloudy Pump
1/10/2024 17:30 3 hr 48 min 2.5 20.0 Yes ----Cloudy Pump
1/11/2024 8:10 0 hr 0 min 0.0 20.0 Yes 14.5 6.76 115.9 >1000 Brown/Cloudy Pump
1/11/2024 8:27 0 hr 17 min 2.5 22.5 -12.1 7.25 108.3 149 Clear Pump
1/11/2024 8:51 0 hr 41 min 2.5 25.0 -13.0 6.69 103.1 39.0 Clear Pump
1/11/2024 9:40 1 hr 30 min 2.5 27.5 -13.3 6.51 104.9 9.8 Clear Pump
MW-1AR
14374-10 Development Log.xlsx
Bunnell-Lammons Engineering, Inc.
Greenville, SC