9809_WilsonCDLF_2WQMP_20220705

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Water Quality Monitoring Plan
Westside CEO Landfill — Area 2
Wilson, North Carolina
Prepared for:
Wilson County Solid Waste Services Department
Wilson, North Carolina
July 2020
(Revised June 2022)
Prepared by:
�'l L I I I 'I llqill;i it il I I 'kj
14 N. Boylan Avenue, Raleigh NC 27603 1 919.828.0577
PRINTED ON 100% RECYCLED PAPER
BARTLETT
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© 2022 Smith Cerdner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed upon by the client and Smith Coroner, Inc.

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Water Quality Monitoring Plan
Westside CEO Landfill — Area 2
Wilson, North Carolina
Prepared For:
Wilson County Solid Waste Services Department
Wilson, North Carolina
S+G Project No. Wilson-20-1
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Joan A. Smyth, P.G.
Senior Hydrogeologist
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W. Michael Brinchek, P.E.t+*�1��+,,,�.ti�
Senior Engineer
July2020
(Revised June 2022)
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14 N. Boylan Avenue, Raleigh NC 27603 1919.828.0577

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Westside CAD Landfill — Area 2
Wilson, North Carolina
Water Quality Monitoring Plan
Table of Contents
Page
1.0 INTRODUCTION..............................................................................................................1
1.1
Regulatory Requirements...........................................................................................1
1.2
Guidance Documents...................................................................................................2
1.3
Contact Information.....................................................................................................3
1.3.1 Owner...............................................................................................................3
1.3.2 Engineer...........................................................................................................3
1.3.3 North Carolina Department of Environmental Quality (NC DEQ)................3
1.4
Existing Site Conditions...............................................................................................4
1.4.1 Site Geology.....................................................................................................
4
1.4.2 Site Hydrogeology...........................................................................................4
2.0 MONITORING
PROGRAM................................................................................................5
2.1
Monitoring Frequency.................................................................................................5
2.2
Proposed Monitoring Network and Analytical Parameters......................................5
2.2.3 Analytical Parameters....................................................................................6
2.3
Groundwater Sample Collection.................................................................................7
2.3.1 Monitoring Conditions and Observations.......................................................7
2.3.2 Fuel Powered Equipment...............................................................................7
2.3.3 Equipment Decontamination..........................................................................8
2.3.4 Water Level Measurements...........................................................................8
2.3.4.1 Static Water Levels..........................................................................8
2.3.4.2 Contamination Prevention...............................................................9
2.3.4.3 Equipment.........................................................................................9
2.3.5 Monitoring Well Evacuations..........................................................................9
2.3.5.1 Contamination Prevention...............................................................9
2.3.5.2 Calculations....................................................................................10
2.3.5.3 Well Purging...................................................................................10
2.3.5.4 Purge Rate......................................................................................12
2.3.5.5 Purge Water Disposal....................................................................13
2.3.5.6 Non -Dedicated Equipment............................................................13
2.3.6 Sample Collection.........................................................................................13
2.3.6.1 Field Parameters............................................................................13
2.3.6.2 Sample Equipment.........................................................................14
2.3.6.3 Sample Transference.....................................................................15
2.3.6.4 Sample Collection Order................................................................15
2.3.6.5 Decontamination............................................................................15
2.3.6.6 Sample Preservation......................................................................15
Wilson County Westside CD Landfill- Area 2 Water Quality Monitoring Plan
July 2020 (Revised
June 2022) Table of Contents Page
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3C0373E
2.3.6.7 Field Quality Assurance.................................................................16
2.3.6.8 Sample Containers.........................................................................16
2.4
Surface Water Sample Collection.............................................................................16
2.4.1 Monitoring Conditions and Observations.....................................................16
2.4.2 Sampling Station Modifications....................................................................17
2.4.3 Sample Collection.........................................................................................17
2.4.3.1 Collection Procedure.....................................................................17
2.4.3.2 Field Parameters............................................................................18
2.4.3.3 Sample Collection Order................................................................18
2.4.3.4 Decontamination............................................................................18
2.4.3.5 Sample Preservation......................................................................19
2.4.3.6 Sample Containers.........................................................................19
3.0
FIELD
QA/QC PROGRAM...............................................................................................21
3.1
Blank Samples...........................................................................................................21
3.1.1 Trip Blanks.....................................................................................................21
3.1.2 Equipment Blanks.........................................................................................21
3.1.3 Field Blanks...................................................................................................21
3.1.4 Blank Concentrations...................................................................................21
3.1.5 Field Instruments..........................................................................................22
4.0
SAMPLE PRESERVATION AND SHIPMENT..................................................................23
4.1
Sample Preservation.................................................................................................23
4.2
Storage/Transport Conditions..................................................................................23
4.3
Sample Delivery.........................................................................................................23
4.4
Chain of Custody........................................................................................................24
5.0
LABORATORY ANALYSIS..............................................................................................25
5.1
Laboratory Quality Assurance/Quality Control........................................................25
5.2
Data Review................................................................................................................25
6.0
RECORD KEEPING AND REPORTING...........................................................................27
6.1
Field Logbook.............................................................................................................27
6.2
Groundwater Flow Evaluation...................................................................................28
6.3
Reporting....................................................................................................................28
7.0
MONITORING
PROGRAM MODIFICATIONS..................................................................29
7.1
Plan Modifications and Updates...............................................................................29
7.2
Well Abandonment/Rehabilitation............................................................................29
7.3
Additional Well Installations.....................................................................................29
7.4
Implementation Schedule.........................................................................................29
TABLES
Table 1 Monitoring Well Construction Information
Table 2 Analytical Parameters
FIGURE
Figure 1 Site Monitoring Plan
APPENDIX
Appendix A Environmental Monitoring Report Form
Appendix B Well and Piezometer Boring Logs
Wilson County Westside CRD Landfill- Area 2 Water Quality Monitoring Plan
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3C0373E
1.o INTRODUCTION
This Water Quality Monitoring Plan (WQMP) was prepared by Smith Gardner, Inc. to describe the
water quality monitoring program at the Wilson County Westside Landfill Facility (Facility),
which is located off of NC Highway42 in Wilson, North Carolina. This landfill facility includes an
unlined construction and demolition debris (C&D)landfill consisting of two separate landfill
units (existing Area 1 and proposed Area 2) and a closed unline municipal solid waste (MSW)
landfill. This plan describes the necessary procedures to satisfy applicable regulatory
requirements (see Section 1.1) and guidance documents (see Section 1.2) for groundwater and
surface water quality monitoring.
The methods and procedures described in the WQMP are intended to facilitate the collection of
true and representative samples and test data. Field procedures are presented in Section 2.0 in
their general order of implementation. Equipment requirements for each field task are
presented within the applicable section. Quality assurance/qualitycontrol methods, sample
preservation and shipment, laboratory procedures, and record keeping requirements are
presented in Sections 3.0 through 6.0. Section 7.0 addresses monitoring plan modifications
and schedule.
Strict adherence to the procedures stipulated in this plan is required. Any variations from
these procedures should be thoroughly documented and may require approval of the North
Carolina Department of Environmental Quality (NC DEQ), Division of Waste Management
(DWM) prior to implementation.
1.1 Re ulatary Requirements
This WQMP specifies the procedures and methods to satisfy North Carolina Solid Waste
Management Rules 15A NCAC 1313.0544 (b) and (c) (C&D Landfills), which include the
following requirements for detection monitoring:
• Represent the quality of the background groundwater that has not been affected
by leakage from the unit. (.0544 (b)(1)(A)
• Represent the quality of the groundwater passing the relevant point of
compliance as approved by the Division. (. 0544 (b)(1)(B)
• The groundwater monitoring programs must include consistent sampling and
analysis procedures that are designed to ensure monitoring results that provide
an accurate representation of groundwater quality at the background and down -
gradient wells. (. 0544 (b)(1)(C)
• The monitoring programs must include sampling and analytical methods that are
appropriate for groundwater sampling and that accurately measure target
constituents and other monitoring parameters in groundwater samples. (.0544
(b)(>)(D)
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
• The sampling procedures and frequency must be protective of human health and
the environment. (.0544 (b)(9)(E)
• Determine groundwater elevations. (.0544 (b)(9)(F)
• Establish background quality data. (. 0544 (b)(1)(G) a
• Detection groundwater monitoring program. (. 0544 (b)(9)(D)
• Surface water monitoring plan. Responsibility of sample collection and analysis
must be defined as a part of the monitoring plan. (. 0544 (c)(2))
1.2 Guidance Documents
This plan was developed in general accordance with the following guidance documents
prepared by the North Carolina Department of Environmental Quality (NC DEQ), Division
of Waste Management (DWM):
1. NC DEQGuidance Document entitled "Groundwater, Surface Water, and Soil
Sampling for Landfills", April 2008.
2. NC DEQMemo entitled "New Guidelines for Electronic Submittal of
Environmental Monitoring Data", October 27, 2006.
3. NC DEQ Memo entitled "Addendum to October 27, 2006, North Carolina Solid
Waste Section Memorandum Regarding New Guidelines for Electronic Submittal
of Environmental Data", February23, 2007.
4. NC DEQMemo entitled "Environmental Monitoring Data for North Carolina Solid
Waste Management Facilities", October 16, 2007.
5. NC DEQMemo entitled "Annual Detection Monitoring at C&D Landfills" July 13,
2018.
6. NC DEQ Memo entitled "Tetrahydrafuran Monitoring at Construction and
Demolition Landfills", June 25, 2010.
7. NC DEQ Memo entitled" 1A Dioxane Analysis, Solid Waste Section Limits, and
Laboratory Analytical Methods", May 29, 2018.
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1.3 Contact Information
All correspondence and questions concerning this plan should be directed to the
appropriate contact below:
1.3.1 Owner
Wilson County Solid Waste Services Department
2400 NC Hwy 42 East
Wilson, NC27893
Phone: [phone]
Fax: [phone]
Contact: Andy Davis, Director
adavisAvil son-co.com
1.3.2 Engineer
Smith Gardner, Inc.
14 N. Boylan Avenue
Raleigh, North Carolina 27603
Phone: [phone]
Contacts: W. Michael Brinchek, P.E.
mikeamithgardnerinc.com
Joan A. Smyth, P.G.
0oanamithgardnerinc.com
1.3.3 North Carolina Department of Environmental Quality (NC DEQ)
Division of Waste Management (DWM) - Solid Waste Section:
North Carolina DEQ— Raleigh Central Office
217 W. Jones Street
Raleigh, NC27603
1646 Mail Service Center
Raleigh, NC27699-1646
Phone: [phone]
Contact: Christine Ritter — Hydrogeologist
Christine. Ritter(Qicdenr.gov
Contact: John College - Environmental Specialist
John.col Iege _&cdenr.gov
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
1.4 Existing Site Conditions
The Westside Construction and Demolition Debris (C&D) Landfill faciI ity is permitted for
the disposal of C&D under Solid Waste Permit No. 98-09. The site is located off of NC
Highway42, about one (1) mile east of US Highway 301 near Wilson, North Carolina. The
landfill is permitted to serve Wilson County.
The Westside C&D landfill facility encompasses approximately 700 acres owned by
Wilson County. The permitted facility is bounded to the north by NC Hwy 42; to the west
by a small subdivision, C'Brain Tarping and Fulford and Jones Asphalt Plant; to the
south and west by Toisnot Swamp; and to the east by Landfill Road and other subdivision
developments. The Area 2 expansion is situated in the uplands above Toisnot Swamp;
Buck Branch, which drains to the Toisnot Swamp, I ies to the east. Maximum ground
elevations in the expansion area are approximately El. 112. The site gently slopes to the
south and slopes more sharply to the east toward Buck Branch. The eastern quarter of
the proposed expansion area drains to the east, while the remaining footprint drains to
the south.
1.4.1 Site Geology
The Westside C&D landfill expansion sits within the North Carolina Coastal Plain.
The coastal plain is characterized as an eastward thickening wedge of
sedimentary layers that alternate between sandy aquifers an aquitards.
Information taken from The Geologic Map of North Carolina, 1985 shows that the
Westside C&D landfill expansion is underlain bythe Yorktown Formation, which
is described as "fossillifferous claywith varying amounts of fine-grained sand,
silty sand, sandy silt, silty clay, and blueish gray shell material".
1.4.2 Site Hydrogeology
Groundwater in the upper -most aquifer generallyflows through unconsolidated
sediments. Recharge occurs generally in the northern portion of the site and is
limited on slopes. Groundwater flows generally south where it discharges into
Toisnot Swamp and to the east where it discharges to Buck Branch. The
groundwater potentiometric surface generally reflects a subdued expression of
the surface topography. Local conditions are considered typical for coastal plain
region.
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2.0 MONITORING PROGRAM
This section of the Water Quality Monitoring Plan addresses each aspect of the monitoring
program including monitoring frequency, monitoring network and analytical parameters, and
sample collection procedures.
2.1 Monitoring Frequency
Monitoring frequencywill be conducted annually until which time a constituent is
detected in exceedance of the NC 2L/ I MAC groundwater standard and the facilitywill be
required to conduct semi-annual water quality monitoring. In the event elevated metals
are detected, the facility may prepare an Alternate Source Demonstration or calculate
new site -specific background standards.
Additionally, a minimum of one sample from each well, background and downgradient,
will be collected and analyzed for the constituents before waste placement in each cell
or phase.
2.2 Pro osed Monitorin Network and Anal�al Parameters
The proposed Area 2 expansion of the Westside C&D landfill is physically separated from
the existing Area 1 by Buck Branch. This plan onlyaddresses monitoring for Area 2. Area
2 is comprised of five (5) phases. Phase 5 is a vertical phase. Proposed monitoring
locations and analytical parameters are summarized in the monitoring network
schedule below as appropriate for each phase. Monitoring locations are shown on
Figure 1. Refer to Tables 1 and 2 for monitoring well completion information and
analytical parameters, respectively.
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Wilson County Westside C&D Area 2 — Landfill Monitoring Network Schedule
Monitoring
Location'
Relative Location
Analytical Parameters2
Phase 1:
MW-1
Upgradient of Area 2 (Background)
Appendix I; C&D; FP
MW-2
Downgradient
Appendix I; C&D; FP
MW-4
Downgradient
Appendix I; C&D; FP
MW-5
Downgradient
Appendix I; C&D; FP
SW-1
Upgradient of Area 2
Appendix I; C&D; FP
SW-2
Downgradient of Area 2
Appendix I; C&D; FP
Phase 2:
Add MW-7
Downgradient
Appendix I; C&D; FP
Phase 3:
Remove MW-5
--
--
Add PZ-3
Downgradient
Appendix I; C&D; FP
Add PZ-2
Downgradient
Appendix I; C&D; FP
Phase 4:
Remove MW-2
--
--
Add MW-8
Downgradient
Appendix I; C&D; FP
Notes:
1. MW = Monitoring Well; SW = Surface Water.
2. Appendix 1 (40 CFR 258, Appendix 1); FP (Field Parameters); C&D (NC DWM C&D Parameters). See Table
2 for listing of analytes.
2.2.3 Analytical Parameters
Groundwater and surface water samples will be analyzed annually until a
constituent is detected in exceedance of the NC 2L/ I MAC groundwater standard
and the facil itywill be required to conduct semi-annual water quality monitoring.
Samples will be analyzed for App I VOCs, 1,4-Dioxane, and metals. The following
field parameters will also be collected:
• Temperature;
• pH;
• Specific Conductivity; and
• Turbidity.
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Additionally, groundwater monitoring wel Is wiI I be analyzed for the following
C&D landfill parameters:
• Tetrahydrofuran;
• Sulfate;
• Mercury;
• Chloride;
• Manganese;
• Iron;
• Alkalinity; and
• Total Dissolved Solids.
2.3 Groundwater Sample Collection
This section presents details of the procedures and equipment required to perform
groundwater field measurements and sampling from monitoring wells during each
monitoring event in accordance with the EPA Groundwater Sampling Operating
Procedure (SESDPROC-301-R4). Where possible, sampling will proceed from the
upgradient (background) wells to downgradient (compliance) wells or, when data is
available, from least to most contaminated.
2.3.1 Monitoring Conditions and Observations
The following measurements will be recorded in a dedicated field logbook prior
to sample collection:
• Depth to static water I evel and wel I bottom (to the nearest 0.01 foot);
• Water column height in the riser (based on measured well depth);
• Condition of monitoring well (well locks, steel casing, concrete pad, etc.);
and
• Monitoring location conditions, including access and surroundings.
Report to the Landfill Manager any observed maintenance or access issues
observed.
Documentation of all field activities will be in accordance with Section 6.1.
2.3.2 Fuel Powered Eauipment
Fuel -powered equipment, such as generators or compressors for pumps, must
be situated away and downwind from sampling activities. If field conditions
prevent such placement, then the fuel source must be placed as far away as
possible from the sampling activities. Sampling conditions must be described in
detail in the field notes.
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If fuel must be handled, it should be done the day before sampling. Effort should
be made to avoid handling fuels on the day of sampling. If fuels must be
dispensed during sampling activities, dispense fuel downwind and well away
from any sampling locations. Wear gloves while working with fuel and dispose of
the gloves awayfrom sampling activities. Wash hands thoroughly after handling
anyfuels.
2.3.3 Equipment Decontamination
Non -dedicated equipment that may come in contact with the well casing and
water will be decontaminated between wells. The procedure for decontaminating
non -dedicated equipment is as follows:
1. Don new powder -free gloves.
2. Clean item with tap water and phosphate -free laboratory detergent
(Liqui-Nox or equivalent) using a brush if necessary to remove particulate
matter and surface films.
3. Rinse thoroughly with pesticide grade isopropanol and allow to air dry.
4. Rinse with organic -free water (Milli-Qwater or other ultra -pure water)
and allow to air dry.
5. Wrap with commercial -grade aluminum foil, if necessary, to prevent
equipment contamination during storage or transport.
Liqui-Nox detergent solutions should be stored in a clearly marked High -Density
Polyethylene (HDPE) or Polypropylene (PP) container. Containers for pesticide -
grade isopropanol will be made of inert materials such as Teflon, stainless steel,
or glass.
Using dedicated sampling equipment or new disposable Teflon bailers at each
well should minimize the need for decontamination in the field. Unclean
equipment will be segregated from clean equipment during field activities. Clean
equipment will remain in the manufacturer's packaging until use, or will be
wrapped in commercial -grade aluminum foil or untreated butcher paper.
2.3.4 Water Level Measurements
2.3.4.1 Static Water Levels
Static water level and depth to the well bottom will be measured in each
well prior to purging or sampling activities. Static water level and well
depth measurements are necessary to calculate the static water volume
in the well prior to purging. Additionally, these measurements provide a
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field check on well integrity, degree of siltation, and are used to prepare
potentiometric maps, calculate aquifer flow velocities, and monitor
changes in site hydrogeologic conditions.
Groundwater depths will be measured to a vertical accuracy of 0.01 feet
relative to established wellhead elevations. Each well will have a
permanent, easily identified reference point, establ ished by a Registered
Land Surveyor on the well riser lip from where measurements will be
gauged.
2.3.4.2 Contamination Prevention
New, powder -free, surgical gloves will be donned for each sampling
location. Appropriate measures will be implemented during
measurement activities to minimize the potential for soils,
decontamination supplies, precipitation, and other potential contaminants
from entering the well or contacting clean equipment.
2.3.4.3 Equipment
An electronic water level indicator, constructed of inert materials, such
as stainless steel and Teflon, will be used to measure depth to
groundwater in each well and/or piezometer. Between each well, the
device will be thoroughly decontaminated by washing with non -
phosphate (Liqui-Nox) soap and rinsing with organic -free water to
prevent cross contamination from one well to another.
2.3.5 Monitoring Well Evacuations
Water accumulated in each well may be stagnant and unrepresentative of
surrounding aquifer conditions. Therefore, this water must be removed to insure
that fresh formation water is sampled. Following static water level measurement
the standing water in the well casing will be purged. Monitoring well evacuation
should be performed in up -gradient wells first systematically moving to down -
gradient well locations.
2.3.5.1 Contamination Prevention
New, powder -free, surgical gloves will be donned for well purging and
sampling activities and whenever handling decontaminated field
equipment. Appropriate procedures during measurement, purging, and
sampling activities will be used to minimize the potential for surface soils,
decontaminated supplies, precipitation, and/or other potential
contaminants from entering the well or contacting cleaned equipment.
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2.3.5.2 Calculations
The standing water volume in the well riser and screen will be calculated
immediately before well evacuation during each monitoring event if
standard purging techniques are utilized. Astanding water volume will be
calculated for each well using measured static water level, well depth,
and well casing diameter according to the following equation:
lF (TD-SWL)C
where: V = one well vol ume (gal I ons)
TE = total well depth (feet)
SWL = static water level (feet)
C = volume constant for given well diameter
(gal Ions/ft)
C= 0.163 gal lons/ft for two-inch wells
C= 0.653 gal lons/ft for four -inch wells
2.3.5.3 Well Purging
Equipment
Several options for well purging may be used at this site including:
• Disposable Bailers;
• Hydrasleeve Samplers;
• Low Flow Pumps; and
• Grundfos Redi- Flo Pumps.
Disposable Bailers: Where bailers are used, new, disposable bailers
with either double or bottom check -valves will be used to purge each
well. Disposable purge bailers will be constructed of fluorocarbon resin
(Teflon) or inert plastic suitable for the well and ground conditions. Each
bailer will be factory -cleaned and remain sealed in a plastic sleeve until
use. A new Teflon -coated stainless steel, inert mono -filament line or
nylon cord will be used for each well to retrieve the bailers. Where bailers
are used, a minimum of three well volumes will be purged unless the well
runs dry.
Hydrasleeve Samplers: Where Hydrasleeve T"'samplers are used to
ensure low turbidity sampling, the Speedbag will be used to ensure
adequate sample volume can be collected. Only wells with sufficient
water column (>4 feet of water) will be considered for Hydrasleeve
sampling. No purging is required for this sample technique.
Low Flow Pumps: Monitoring wells may be purged and sampled using
the low -flow sampling method in accordance with DWM guidance
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("Groundwater, Surface Water, and Soil Sampling for Landfills" (NCDEC,
2008) (See Section 1.2)).
Grundfos Redi-Flo Pumps: Where Redi-Flo pumps are used, the same
low flow techniques for sampling will be used. See above for a
purging/sampling technique summary.
Technique
Depth -to -water measurements will be obtained using an electronic water
level indicator capable of recording the depth to an accuracy of 0.01 foot
(see Section 2.3.4). A determination of whether or not the water table is
located within the screened interval of the well will be made. If the water
table is not within the screened interval, the amount of drawdown that
can be achieved before the screen is intersected will be calculated. If the
water table is within the screened interval, total drawdown should not
exceed 1 foot to minimize the aeration and turbidity. If the water table is
above the screened interval, the drawdown amount should be minimized
to keep the screen from being exposed.
If the purging equipment is non -dedicated, the equipment will be lowered
into the well, taking care to minimize the water column disturbance. If
conditions (i.e., water column height and well yield) allow, the pump will
be placed in the uppermost portion of the water column (minimum of 18
inches of pump submergence is recommended).
The minimum volume/time period for obtaining independent Water
Quality Parameter Measurements (WCPM) will be determined based on
the stabilized flow rate and the volume in the pump and the discharge
tubing. The bladder pump volume should be obtained from the
manufacturer. Alternately, if a continuous read flow -cell is used, it can
indicate when WQPM should be obtained, as long as the purged volume is
equal to or greater than the calculated volume. Discharge tubing volumes
are as follows:
3/8-inch inside diameter tubing:
20 milliliters per foot
1/4-inch inside diameter tubing:
10 milliliters per foot
3/16-inch inside diameter tubing:
5 milliliters per foot
Begin the well purge following calculations to determine the volume of
the flow -cell or the pump and the discharge tubing. The flow rate should
be based on historical data for each individual well (if available) and
should not exceed 500 milliliters per minute. The initial round of WCPM
should be recorded and the flow rate adjusted until drawdown in the well
stabilizes. Water levels should be measured periodically to maintain a
stabilized water level. The water level should not fall within one foot of
the top of the wel I screen. If the purge rate has been reduced to 100
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milliliters or less and the head level in the well continues to decline, the
required water samples should be collected following WCPM
stabilization, based on the criteria presented below.
If neither the head level nor the WCPM stabilize, a passive sample should
be collected. Passive sampling is defined as sampling before WCMP have
stabilized if the well yield is low enough that the well will purge dry at the
lowest possible purge rate (generally 100 milliliters per minute or less).
WCPM stabilization is defined as: pH (+/- 0.2 S.U.), conductance (+/- 5%of
reading), temperature (+/- 10% of reading or 0.20C), and dissolved oxygen
(DO) [+/- 20% of reading or 0.2 mg/L (whichever is greater)]. Oxidation
reduction potential (ORP) will be measured and ideally should also fall
within +/- 10mVof reading; however, this is not a required parameter. At
a minimum, turbidity measurements should also be recorded at the
beginning of purging, following WCPM stabilization, and following sample
collection. The optimal turbidity range for micropurging is 25
Nephelometric Turbidity Units (NTU) or less. Turbidity measurements
above 25 NTU are generally indicative of an excessive purge rate or
natural conditions related to excessive fines in the aquifer matrix.
WCPM stabilization should occur in most wells within five to six rounds of
measurements. If stabilization does not occur following the removal of a
purge volume equal to three well volumes, a passive sample will be
col I ected.
The direct -reading equipment used at each well will be calibrated in the
field according to the manufacturer's specifications prior to each day's
use and checked, at a minimum, at the end of each sampling day.
Calibration information should be documented in the instrument's
calibration logbook and field logbook/notes.
Each well is to be sampled immediately following WCPM stabilization.
The sampling flow rate must be maintained at a rate less than or equal to
the purging rate. For volatile organic compounds, lower sampling rates
(100- 200 mill il iters/minute) should be used. Final field parameter
readings should be recorded prior to and after sampling.
2.3.5.4 Purge Rate
Wells will be purged at a rate that will not cause recharge water to be
excessively agitated or cascade through the screen. Care will be taken to
minimize disturbance to the well sidewalls and bottom that could result
in the silt and fine particulate matter becoming suspended. The purged
water volume from each well and the relative recharge rate will be
documented in sampling field notes/book. Wells which have very low
recharge rates wil I be purged once until dry. Damaged, dry, or low
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yielding and high turbiditywells will be documented for reconsideration
before the next sampling event.
2.3.5.5 Purge Water Disposal
Purge water will be managed to prevent possible soil and surface water
contamination. Well site management options may include temporary
containment and disposal as leachate or portable activated carbon
filtration if warranted by field characteristics.
2.3.5.6 Non -Dedicated Equipment
Durable, non -dedicated equipment lowered into the well or that may
come in contact with the water samples, wil I be disassembled to the
degree practical and decontaminated before each use. Equipment
decontamination procedures are described in Section 2.3.3.
2.3.6 Sample Collection
After purging, groundwater samples will be collected for laboratory analysis. As
much as practical, samples should be collected from least contaminated
location(s) first, followed by locations of increasing contamination across the
site. Prior to sample collection, sample labels should be properly filled -out with
permanent ink (such as Sharpie Pen). At a minimum, the label should identify the
sample with the following information:
• Site Name;
• Sample Location or Well Number;
• Date and Time of Collection;
• Analysis Required;
• Sampler's Initials;
• Preservative Used (if any); and
• Other Pertinent Information, as Necessary.
Completed sample labels should be affixed to the sample bottle prior to
sampling.
Sampling will occur within 24-hours of well purging and as soon after well
recovery as possible. Wells which fail to recharge or produce an adequate
sample volume within 24 hours of purging will not be sampled.
2.3.6.1 Field Parameters
Field measurements to determine temperature, pH, and specific
conductivity wil I be recorded immediately prior to sampling each
monitoring location. Turbidity measurements may be collected for metals
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evaluation. The field test specimens will be collected with the sampling
bailer and placed in a clean, non-conductive glass or plastic container for
observation. Temperature, pH, conductivity, and turbidity meter
calibration will be performed according to the manufacturers'
specifications and consistent with Test Methods for Evaluating Solid
Waste -Physical/Chemical Methods (SW-846). A pocket thermometer and
litmus paper will be available in case of meter malfunction.
2.3.6.2 Sample Equipment
Several options for sample collection are available for this site including:
• Disposable Bailers;
• Hydrasleeve samplers;
• Low Flow Pumps; and
• Grundfos Redi- Flo Pumps.
These are each discussed in greater detail below.
Disposable Bailers: Where bailers are used, each well will be sampled
using a new, factory -cleaned, disposable Teflon bailer with bottom check -
valve and sample discharge mechanism. A new segment of Teflon -coated
stainless steel wire, inert mono -filament line or nylon cord will be used to
lower and retrieve each bailer. The bailer will be lowered into each well to
the point of groundwater contact and then allowed to fill as it sinks below
the water table. Bottom contact will be avoided in order to avoid
suspending sediment in the samples. The bailer will be retrieved and
emptied in a manner which minimizes sample agitation.
Hydrasleeve Samplers: These may be used when it is necessary to
reduce turbidity of samples. The Hydrasleeve SpeedbagTM is a no purge
technology (approved by the NCDEQfor use on other solid waste
facilities) that allows for sample collection from the top of the sampling
bag. The speedbag may be refilled in order to fill multiple sample bottles.
In general, four (4) feet of water column is needed to collect samples with
a Hydrasleeve sampler. These samplers are disposable.
Low Flow Pumps: Following purging with the low flow pump systems,
samples maybe collected immediatelyfrom the pumping system.
Samples are to be collected in the order outlined in Section 2.3.6.4.
Grundfos Redi-Flo Pumps: Following purging of threewell volumes,
samples maybe collected from the Redi-Flo pumps. Samples will be
collected in the order outlined in Section 2.3.6.4.
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2.3.6.3 Sample Transference
Samples will be transferred directly from the disposable bailer or pump
discharge tubing into a sample container that has been specifically
prepared for the preservation and storage of compatible parameters. A
bottom emptying device provided will be used to transfer samples from
bailer to sample container. The generation air bubbles and sample
agitation will be minimized during bailer discharge.
2.3.6.4 Sample Collection Order
Groundwater samples will be collected in the order of volatilization
sensitivity. When collected, the following sampling order will be observed:
• Volatile Organics and Volatile Inorganics;
• Extractable Organics, Petroleum Hydrocarbons, Aggregate
Organics, and Oil and Grease;
• Total Metals;
• Inorganic Nonmetallics, Physical and Aggregate Properties, and
Biologicals;
• Microbiological; and
• Other Parameters (as applicable).
Note: if the pump used to collect groundwater samples is not suitable to
collect volatile or extractable organics then collect other parameters and
withdraw the pump and tubing, then collect the volatile and extractable
organics.
Samples will be collected and analyzed in an unfiltered state. Dissolved
metal analysis samples, if subsequently required, will be prepared by
field filtration using a decontaminated peristaltic pump and a disposable
0.45 micron filter cartridge specifically manufactured for this purpose.
2.3.6.5 Decontamination
Reusable sampling equipment including water level probes, water quality
meters, interface probes, and filtering pumps which might contact aquifer
water or sampleswill be thoroughly decontaminated between wells by
washing with non -phosphate soapy, organic free water (Mill i-Qor
equivalent) and rinsing with isopropanol and organic -free water.
Equipment decontamination procedures are detailed in Section 2.3.2.
2.3.6.6 Sample Preservation
Following sampling at each location, the sample bottles will be placed in
a cooler with ice for preservation.
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2.3.6.? Field Quality Assurance
Blank samples will be prepared, handled, and analyzed as groundwater
samples to ensure cross -contamination has not occurred. One set of trip
blanks, as described in Section 3.1.1, will be prepared before leaving the
laboratory to ensure that the sample containers or handling processes
have not affected the sample quality. One set of equipment blanks will be
created in the field at the time of sampling to ensure that the field
conditions, equipment, and handling during sampling collection have not
affected the sample quality. Equipment blanks are discussed in Section
3.1.2. A duplicate groundwater sample may be collected from a single
well as a laboratory accuracycheck. Blanks and duplicate containers,
preservatives, handling, and transport procedures for surface water
samples will be identical to those described for groundwater samples.
2.3.6.8 Sample Containers
Sample containers will be provided bythe laboratoryfor each sampling
event. Containers must be either new, factory -certified analytically clean
bythe manufacturer, or cleaned bythe laboratory prior to shipment for
sampling. Laboratory cleaning methods will be based on the bottle type
and analyte of interest. Metal containers are thoroughly washed with non -
phosphate detergent and tap water and rinsed with (1:1) nitric acid, tap
water, (1:1) hydrochloric acid, tap water, and non -organic water, in that
order. Organic sample containers are thoroughly washed with non -
phosphate detergent in hot water and rinsed with tap water, distilled
water, acetone, and pesticide quality hexane, in that order. Other sample
containers are thoroughly washed with non -phosphate detergent and tap
water, and rinsed with tap water and non -organic water. The laboratory
will provide proper preservatives in the sample containers prior to
shipment (see Section 4.0).
2.4 Surface Water Sample Collection
This section presents the procedures and equipment required to perform surface water
field measurements and sampling from springs, streams, and ponds during each
monitoring event.
2.4.1 Monitoring Conditions and Observations
Surface water quality analyses are particularly sensitive to site hydrologic
conditions and recent precipitation events. Water levels mayfluctuate
significantly in comparison the groundwater table and may result in either
diluting or increasing contaminant loadings. Sampling event scheduling and the
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interpreted surface water data should account for recent weather and sampling
station conditions.
Surface water level and sampling station conditions should be recorded during
each sampling event. Surface water observations will include the flood stage in
streams, seasonal base flow conditions and confirm location and timing for
meaningful surface water quality sampling. The following objective observations
will be recorded in a dedicated field logbook prior to sample collection:
• Relative stream water level;
• Surface water clarity; and
• Monitoring location conditions, including access and surroundings.
Report to the Landfill Manager any observed maintenance or access issues
observed.
2.4.2 SamollnO Station Modifications
Modifications to surface water sampling station conditions may be required prior
to each sampling event. These modifications may include surface and submerged
debris removal, slightly deepening the station to allow sample container
immersion, or channeling/piping to consolidate local discharge. When
modifications are necessary, sufficient time will be allowed for settlement of
suspended solids between the disturbance and sample collection. A minimum
four hour settling period will be observed.
2.4.3 Sample Collection
2.4.3.1 Collection Procedure
Surface water samples will be obtained from locations with minimal
turbulence and aeration. For stream sampling locations, samples will be
collected if flowing water is observed during the sampling event. For pond
sampling locations, water flow is not necessary. New, powder -free,
surgical gloves will be donned prior to sample collection. The following
procedurewill befollowed when conducting surfacewater sampling:
1. Put on new, powder -free, surgical gloves.
2. Hold the bottle by the bottom with one hand and remove the cap
with the other.
3. Push the sample container slowly into the water with the mouth
tilted up toward the current to fill. Awater depth of six inches is
generally satisfactory. Breaching the surface or losing sample
preservatives while filling the container will be avoided.
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4. If there is little current movement, the container should be moved
slowly, in a lateral, side to side direction, with the container mouth
pointing upstream.
2.4.3.2 Field Parameters
Temperature, pH, specific conductivity, and turbidity will be measured
prior to sampling to assess field conditions and check the water sample
stabilityover time. Temperature, pH, specific conductivity, and turbidity
measurements will be recorded for surface water samples. Temperature,
pH, conductivity and turbidity meters will be calibrated at the beginning of
each sampling event, according tothe manufacturers' specifications and
consistent with Test Methods for Evaluating Solid Waste-
Physical/Chemical Methods (SW-846).
2.4.3.3 Sample Collection Order
Surface water samples will be collected in the order of parameter
volatilization sensitivity. The following order will be observed:
• Volatile Organics and Volatile Inorganics;
• Extractable Organics, Petroleum Hydrocarbons, Aggregate
Organics, and Oil and Grease;
• Total Metals;
• Inorganic Nonmetal I ics, Physical and Aggregate Properties, and
Biologicals;
• Microbiological; and
• Other Parameters (as applicable).
Samples will be collected and analyzed in an unfiltered state. Dissolved
metal analysis samples, if subsequently required, will be prepared by
field filtration using a decontaminated peristaltic pump and a disposable
0.45 micron filter cartridge specifically manufactured for this purpose.
Additional blanks and duplicate samples will not be collected with the
surface water samples.
2.4.3.4 Decontamination
Field meters which might contact surface water samples will be
decontaminated between stations Equipment decontamination
procedures are detailed in Section 2.3.3.
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2.4.3.5 Sample Preservation
Following sampling at each location, the sample bottles wiI I be placed in
a cooler with ice for preservation.
2.4.3.6 Sample Containers
Sample containers will be provided by the laboratory for each surface
water sampling event. Each container's preparation and preservatives
will be the same as those utilized for groundwater sampling and
addressed previously in Section 2.3.6.8.
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3.0 FIELD QA/QC PROGRAM
Field Quality Assurance/Quality Control (QA/QC) requires the routine collection and analysis of
blanks to verify that the handling process has not affected the sample quality. Contaminants
found in the trip blanks could be attributed to:
1. Interaction between the sample and the container;
2. Contaminated source water; or
3. A handling procedure that alters the sample.
3.1 Blank Samples
3.1.1 Trip Blanks
The laboratory will prepare a trip blank byfil ling each sample bottle type with
laboratory grade distilled or deionized water. Trip blanks will use the specific
bottle type required for the analyzed parameters from a bottle pack specifically
assembled by the laboratoryfor each sampling event. Trip blanks are assembled
in the laboratory, transported with the empty bottle packs, remain in the coolers
throughout sampling, and are transported back to the laboratoryfor analysis.
Trip blanks will only be analyzed for volatile and purgeable organics.
3.1.2 EauiamentBlanks
Where wells are sampled with non -dedicated equipment, equipment blank
samples will be collected at a rate of one sample per day. To collect an
equipment blank, pour non -organic (Milli-Qor eq u ival ent) water intoa bailer and,
handling the bailer in a manner identical to well sampling, transfer the water into
the specified "blank" sample collection jars specified. Equipment blank samples
are packed and sent to the laboratory with the other samples.
3.1.3 Field Blanks
As deemed necessary, field blanks will be collected. The laboratory will provide
designated bottles with laboratory grade distilled or deionized water. The water
will be poured from one laboratory provided container to an empty laboratory
provided container for the specified analysis. This activity must be performed at
the sampling location. Field blank samples will be packed in the cooler and sent
to the laboratorywith the other samples.
3.1.4 Blank Concentrations
The contaminant concentration levels found in the blanks will be reported but
will not be used to correct groundwater data. In the event that elevated
parameter concentrations are found in a blank, the analysis will be flagged for
future evaluation and possible re -sampling.
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3.1.5 Field Instruments
Field instruments utilized to measure groundwater characteristics will be
calibrated prior to entering the field and recal ibrated in the field as required to
insure accurate measurements for each sample. The specific conductivity and pH
meter will be recalibrated utilizing two prepared solutions of known pH
concentrations in the anticipated value range (between 4 and 10). A permanent
thermometer, calibrated against a National Bureau of Standards Certified
thermometer, will be used for temperature meter calibration. Other field
equipment should be calibrated at least daily using the manufacturer's
recommended specifications.
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4.0 SAMPLE PRESERVATION AND SHIPMENT
Sample preservation methods, shipment, and Chain -of -Custody procedures observed between
sampling and laboratory analysis are presented in this section.
4.1 Sample Preservation
Pre -measured chemical preservatives wiI I be provided by the analytical laboratory.
Hydrochloric acid will be used as a chemical stabilizer and preservative for volatile and
purgeable organic specimens. Nitric acid will be used as the preservative for analysis of
inorganic metals constituents.
4.2 Storage/Transport Conditions
Proper storage and transport conditions must be maintained to preserve sample
integrity between collection and analysis. Ice and chemical cold packs will be used to
cool and preserve samples, as directed bythe analytical laboratory. Samples will be
maintained at a maximum temperature of 4° C. Dry ice is not to be used. Samples will
be packed and/or wrapped in plastic bubble wrap to inhibit breakage or accidental spills.
Chain -of -Custody control documents will be placed in a waterproof pouch and sealed
inside the cooler with the samples for shipping. Tape and/or custody seals will be placed
on the outside of the shipping coolers, in a manner to prevent and detect tampering with
the samples.
4.3 Sample Delivery
Samples will be delivered to the analytical laboratory within a reasonable time period in
person or using an overnight delivery service to insure holding time compliance. If
samples are not shipped the same day, the ice used to keep the samples cool will be
replenished to maintain the required maximum 4° C temperature. Sample shipment and
deliverywill be coordinated with the laboratory. Do NOT store or ship highly
contaminated samples (concentrated wastes, free product, etc.) or samples
suspected of containing high contaminant concentrations in the same cooler or
shipping container with other environmental samples.
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4.4 Chain of Custody
Chain -of -Custody control will be maintained from sampling through analysis to prevent
tampering with analytical specimens. Chain -of -Custody control procedures consist of
the following:
1. Chain -of -Custody will originate at the laboratory with the shipment of prepared
sample bottles and a sealed trip blank(s) in sealed coolers. Identical container
kits will be shipped by express carrier to the sampler or site or will be picked up
at the laboratory.
2. After sample kit delivery but prior to sampling, the sampler will inventory the
container kit checking consistency between the number and type of containers
present with what is indicated in the Chain -of -Custody forms and that required
for the sampling event.
3. Labels for individual sample containers will be written in the field, indicating the
site name, sample location/well number, date and time of sample collection,
analysis required, sampler's initials, and preservation methods used for the
sam pl e.
4. Collected specimens will be placed in the coolers on ice and will remain in the
continuous possession of the field technician until shipment or transferal as
provided by the Chain -of -Custody form has occurred. If continuous possession
cannot be maintained by the field technician, the coolers will be temporarily
sealed and placed in a secure area.
Once delivered to the laboratory, samples will be issued laboratory sample numbers
recorded into a logbook indicating client, sample location/well number, and delivery
date and time. The laboratory director or his designee wil I sign the Chain -of -Custody
control forms and formally receive the samples.
Submitted Chain -of -Custody form copies will be placed in the laboratory's analytical
project file and attached to the laboratory analysis report.
Chain -of -Custody forms will be used to transfer direct deliveries from the sampler to
the laboratory. Acoded, express delivery shipping bill shall constitute the Chain -of
Custody between the sampler and laboratoryfor overnight courier deliveries.
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5.0 LAB 0 RATO RY ANALYSIS
The samples will be analyzed for parameters specified by the DWM for detection monitoring
purposes including water qualityfield indicators (pH, conductivity, temperature, and turbidity)
and those constituents listed in Table 2. Analytical methods from Test Methods For Evaluating
Solid Waste- Physical/Chemical Methods (SW-846) or Methods For the Chemical Analysis of
Water and Wastes will be consistent with the DWM's policies regarding analytical methods and
reporting limits. Analysis will be performed by a laboratory certified by the DWM for the
analyzed parameters.
5.1 Laboratory Quality Assurance/Quality Control
As stated above laboratory analysis will be performed by a NC Certified laboratory.
Formal environmental laboratory Quality Assurance/QualityControl (QA/QC)procedures
are to be utilized at all times. The laboratory must have a QA/QC program based on
specific routine procedures outlined in awritten laboratory Quality Assurance/Quality
Control Manual. Internal quality control checks shall be undertaken regularly by the lab
to assess the precision and accuracy of analytical procedures.
5.2 Data Review
During analyses, quality control data and sample data shal I be reviewed by the
laboratory manager to identify questionable data and determine if the necessary QA/QC
requirements are being followed. If a portion of the lab work is subcontracted, it is the
contracted laboratories responsibility to verify the subcontracted work is performed by
certified laboratories, using identical QA/QC procedures.
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6.0 RECORD KEEPING AND REPORTING
This section addresses the documentation and reporting requirements associated with the
WQMP implementation.
6.1 Field Logbook
During sampling activities, the field technician will keep an up-to-date logbook
documenting important information pertaining to the technician's field activities. The
field logbook will document the following:
• Site Name and Location;
• Sampling Date and Time;
• Climatic Conditions During Sampling Event;
• Sampling Location/Well Identification Number; and
• Signature of Field Technician.
Groundwater Sampling Observations
• Static Water Level and Well Bottom;
• Water Column Height;
• Condition of Monitoring Well;
• Monitoring Location Conditions, Including Access and Surroundings;
• Purged Water Volume and Relative Recharge Rate (High or Low);
• Observations on Purging and Sampling Event;
• Sample Collection Time; and
• Field Parameters: Temperature, pH, Specific Conductivity, and Turbidity
Readings; Also DO and ORP values.
Surface Water Sampling Observations
• Relative Stream Water Level;
• Surface Water Clarity;
• Monitoring Location Conditions, Including Access and Surroundings;
• Sample Collection Time; and
• Field Parameters: Temperature, pH, Specific Conductivity, and Turbidity
Readings.
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6.2 Groundwater Flow Evaluation
After each monitoring event, the potentiometric surface will be evaluated to determine
the groundwater flow rate and direction at the site. The groundwater flow direction wiI I
be determined by comparing groundwater surface elevations across the site with a
potentiometric surface map constructed from data collected during each event.
Groundwater flow rates wiI I be determined using the following equation:
Ki
lF—
n
where: = velocity (feet/day)
K = hydraulic conductivity (feet/day)
i = hydraulic gradient (feet/feet)
n = effective porosity of aquifer soils (unitless)
This evaluation will be used to determine if modifications to the WQMP maybe required
(see Section 7.1).
6.3 Re ortin
A report summarizing the monitoring event and the analytical data from the event will be
submitted to the DWM within 120 days of completion of the event.
Monitoring reports will include the following:
1. A discussion of site geology and hydrogeology;
2. A discussion of the monitoring event procedures and results;
3. Agroundwater flow evaluation (including a potentiometric surface map);
4. Analytical laboratory reports and summarytables;
5. Graphical and/or statistical analysis of analytical data maybe reported but is not
required;
6. Solid Waste Environmental Monitoring Reporting Form (Appendix A); and
7. Laboratory Data (in Electronic Data Deliverable Format - see Section 1.2).
Monitoring reports may be submitted electronically bye -mail or in paper copyform.
Copies of the reports will be kept at the landfill office.
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7.o MONITORING PROGRAM MODIFICATIONS
This section addresses the procedures that should be followed with respect to water quality
monitoring program modifications.
7.1 Plan Modifications and Updates
After each water quality monitoring event, a groundwater flow evaluation will be
performed to determine the groundwater flow rate and direction at the site (see Section
6.2). If this evaluation reveals the monitoring network is insufficient to monitor for a
potential release of solid waste constituents from the solid waste management area, a
modified plan will be prepared and submitted to the DWM for approval.
The need for plan modifications and updates will also be determined as part of regularly
scheduled permitting activities for the facility.
7.2 Well Abandonment/Rehabilitation
Should wells become irreversibly damaged or require rehabilitation, the DWM will be
notified. If monitoring wells and/or piezometers are damaged irreversibly they wilI be
abandoned under DWM direction following 15A NCAC 02C .0113. The abandonment
procedure in unconsolidated materials involves over -drilling and/or pulling the well
casing and plugging thewell with a sealant such as neat cement grout and/or bentonite
clay. For bedrock well completions, the abandonment encompasses plugging the
interior well riser and screen with a sealant such as neat cement grout and/or bentonite
cl ay.
T3 Additional Well Installations
Additional well installations will be carried out in accordance with DWM directives.
Monitoring wells will be installed under the supervision of a geologist or engineer who is
registered in North Carolina and who will certifyto the DWM that the installation
complies with the North Carolina rules and regulations. For future well installations, the
documentation for well construction will be submitted bythe registered geologist or
engineer to the DWM within sixty (60) days after wel I construction.
7.4 Implementation Schedule
The monitoring program proposed herein will be implemented following approval of this
Water Quality Monitoring Plan by the DWM.
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Figures
Water Quality Monitoring Plan
Westside CGD Landfill — Area 2
Wilson, North Carolina

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FUTURE MW-7 I B-14 GW-107.95 O
j / (ASSOCIATED \ \ \ \jI\ I °J� ( () `�
WITH PHASE 2) ),\/� PHASE 4 (?� SB-3� ��
\ / MW-2 _ 7' 11 PHASE 3/ - B- ' O \
OC -5,
DTW-2.89 MW
W-92.58 TOC-113.66
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/ \ _ GW-96.54 / 95 \� i �� GW-93.99 t'
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DTW-4.92 I I / /GW-88.61 GW-90.92 � � I � / J
1
`> MW-6D �- - - -
"I MEN-
\TOC-96.38 I� PZ-4
DTW-7.40 \ J ~ - TOC-94.50 A 1 D
GW-88.98 DTW-5.08�)
GW-89.42
+ G_ MW-4 \
© j
2022 Smith Gardner, Inc. \ / l J / J \ 'L//� J / I(J/I;
MONITORING
LOCATION
PHASE 1
MW-1
MW-2
MW-4
MW-5
SW-1
SW-2
PHASE 2
ADD MW-7
PHASE 3
REMOVE MW-5
ADD PZ-3
ADD PZ-2
PHASE 4
REMOVE MW-2
ADD MW-8
LEGEND
EXISTING 10' CONTOUR
(SEE REFERENCE 2)
EXISTING 2' CONTOUR
(SEE REFERENCE 2)
APPROXIMATE PROPERTY LINE
(SEE REFERENCE 1)
_ APPROXIMATE STREAM CENTER LINE
(SEE REFERENCE 2)
WASTE LIMITS
GROUNDWATER POIEN770ME7RIC SURFACE
(LONG TERM SEASONAL HIGH)
+GP-1 EXIS77NG LANDFILL GAS
MONITORING PROBE
+GMW-1 EXIS77NG C&D LANDFILL AREA 1
GROUNDWATER MONITORING WELL
• PZ-1 EXIS77NG PIEZOMETER
B M W-1 A EXIS77NG WELL
O B-10 EXIS77NG BORING
♦ SW-1 SURFACE WATER MONITORING POINT
REFERENCES
1. PARCEL BOUNDARIES, WETLAND AND STREAM LOCATIONS PROVIDED BY
BARTLETT ENGINEERING & SURVEYING, PC; BASED ON MAY 27, 2020
FIELD SURVEY.
2. TOPOGRAPHY IN ACTIVE AREAS PROVIDED BY BARTLETT ENGINEERING
& SURVEYING, PC; BASED ON MAY 27, 2020 FIELD SURVEY.
SUPPLEMENTAL TOPOGRAPHY FOR AREAS OUTSIDE OF ACTIVE AREAS
PROVIDED BY WILSON GIS.
3. FLOOD HAZARD INFORMATION FROM NORTH CAROLINA FLOODPLAIN
MAPPING PROGRAM, FEMA FIRM MAP NO. 3720373100J, 3772037200J,
AND 3720374100J.
0 300, 600'
1..1 J
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Tables
Water Quality Monitoring Plan
Westside CGD Landfill — Area 2
Wilson, North Carolina

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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3C0373E
SMITH GARDNER Tables
Monitoring Well Construction Information
Westside CDD Landfill - Area 2
ID
Install
Date
Total
Depth
TOC
Elevation
Screened
Interval
Geology (Uppermost
aquifer)
MW-1
3/4/2020
20
112.52
10-20
Sandy Silty Clay
MW-2
3/3/2020
20
95.47
10-20
Sandy Silty Clay
MW-3
3/4/2020
20
92.12
10-20
Sandy Silty Clay
MW-4
3/3/2020
20
95.94
10-20
Sandy Silty Clay
MW-5
4/13/2020
20
113.66
10-20
Silty Clayey Sand
MW-6
4/13/2020
20
95.84
10-20
Sand
MW-6D
4/13/2020
40
96.38
30-40
Silty Clayey Sand
PZ-1
4/22/2006
20
114.97
10-20
Silty Clayey Fine Sand
PZ-2
4/22/2006
20
98.72
10-20
Clayey Fine Sand
PZ-3
4/22/2006
20
101.98
10-20
Silty Fine Sandy Clay
PZ-4
4/22/2006
20
94.5
10-20
Clayey Fine Sand
By: JAS
Date:6/24/20

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
SMITH GARDNER
By: JAS
Date: 7/22/20
Table 2
Appendix I Analyte List with C&D Parameters
Appendix I Constituents
EPA
Method
Synonyms
Antimony
7041
Arsenic
7060/7061
Barium
7080/6010
Beryllium
7091
Cadmium
7131
Chromium
7191
Cobalt
7201
Copper
7210/6010
Lead
7421
Nickel
7520/6010
Selenium
7740/7741
Silver
7761
ThaLLium
7841
Vanadium
7911
Zinc
7950/6010
Temperature
Field
pH
Field
Turbidity
Field
Specific Conductance
Field
Acetone
8260
2-Propanone
Acrylonitrile
8260
2-Propenenitrile
Benzene
8260
Bromochloromethane
8260
Chlorobromomethane
Bromodichloromethane
8260
Dibromochloromethane
Bromoform
8260
Tribromomethane
Carbon Disulfide
8260
Carbon Tetrachloride
8260
Tetrachloromethane
ChLorobenzene
8260
Chloroethane
8260
Ethyl chloride
Chloroform
8260
Trichloromethane
DibromochLoromethane
8260
Chlorodibromomethane
1,2-Dibromo-3-chloropropane
8260
DBCP
1,2-Dibromoethane
8260
Ethylene dibromide, EDB
1,2-DichLorobenzene
8260
o-DichLorobenzene
1,4-Dichlorobenzene
8260
p-Dichlorobenzene
1A dioxane
8260
trans-1,4-Dichloro-2-butene
8260
1,1-Dichloroethane
8260
Ethyldidenechloride
1,2-Dichloroethane
8260
Ethylene dichloride
1,1-DichLoroethyLene
8260
VinyLidene chloride
cis- 1,2-Dichloroethylene
8260
trans-1,2-Dichloroethylene
8260
1,2-DichLoropropane
8260
PropyLene dichLoride
cis- 1,3-Dichloropropene
8260
trans-1,3-Dichloropropene
8260
EthyLbenzene
8260
2-Hexanone
8260
Methyl butyl ketone
Methyl bromide
8260
Bromomethane
Methyl chloride
8260
Chloromethane
Methyl ethyl ketone
8260
2-Butanone
Methyl iodide
8260
lodomethane
4-Methyl-2-pentanone
8260
MethylisobutyLketone
Methylene bromide
8260
Dibromomethane
Methylene chloride
8260
Dichloromethane
Styrene
8260
EthenyLbenzene
1,1,1,2-Tetrachloroethane
8260
1,1,2,2-Tetrachloroethane
8260
TetrachLoroethyLene
8260
PerchLoroethylene
Toluene
8260
Methyl benzene
1,1,1-Trichloroethane
8260
Methyl chloroform
1,1,2-TrichLoroethane
8260
Trichloroethylene
8260
Trichloroflouromethane
8260
CFC-11
1,2,3-TrichLoropropane
8260
Vinyl acetate
8260
Acetic acid, ethenyl ester
Vinyl chloride
8260
Choroethene
XyLenes
8260
Dimethyl benzene
Added C&D Constituents:
Tetrahydrofuran
Mercury
Chloride
Manganese
Sulfate
Iron
Alkalinity
Total Dissolved Solids

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Appendix A
Environmental Monitoring Reporting Form
Water Quality Monitoring Plan
Westside CAD Landfill — Area 2
Wilson, North Carolina

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
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DENR USE ONLY [:]PaperReport [:]Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name:
E-mail:
Phone:
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑ Detection Monitoring ❑ Assessment Monitoring ❑ Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
B No. No groundwater or surface water standards were exceeded.
Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Facility Representative Name (Print) Title (Area Code) Telephone Number
Signature
Facility Representative Address
Date
Affix NC Licensed/ Professional Geologist Seal
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009

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Appendix
Well Logs
Water Quality Monitoring Plan
Westside CGD Landfill — Area 2
Wilson, North Carolina

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
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DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Client: Wilson County
Project Number: Wilson-20-1 Logged By: SCR
BORING ID: MW-1
SMITHG A R D N E R
Site Location: 2400 NC 42 East Wilson, NC
%yhnA—e, RaleighNC27— i-.e,a.—
Boring Location: Wilson C&D Landfill
Sheet: 1 of 1
Drilling Method: Hollow Stem Augers
Well Installed: YES
Sample Type(s): N/A
Boring Diameter., 4 inches
Screened Interval: 10-20'
Weather., Cool, Overcast
Ground Elevation:
Date Started: 03/03/20
Depth of Boring: 20'
Drilling Contractor: Piedmont Indust. Svcs, Inc.
TOC Elevation:
Date Finished: 03/03/20
Water Level: 4'
❑
E
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$
L
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
❑
E
Q
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component(s), moisture content, structure, angularity, maximum
Monitoring Well
a,
Q
M
a
❑
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❑
grain size, odor, and Geologic Unit (If Known)
Construction Details
❑
E
s
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N
2
1
2
3
0-5'
no
0-4' Organics, top soil
4
4' Water
5
5' Red, orange, moist, fat clay
6
7
7' Tan, moist, lean sandy clay
5-10,
no
8
8' Tan, wet, sandy clay
9
10
11
12
13
10-15'
no
10-15' Tan, wet, sandy clay
14
15
16
17
17-20' Dark tan, brown, wet, sandy clay
18
15-20'
no
19
20
NOTES:
Date
Time
Checked by Date:

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Client., Wilson County
Project Number., Wilson-20-7 Logged By: SCR
BORING ID: MW-2
SMITHG A R D N E R
Site Location: 2400 NC 42 East Wilson, NC
Boring Location: Wilson C&D Landfill
Sheet. 1 Of
. _.
Drilling Method., Hollow Stem Augers
Well Installed., YES
Sample Type(s): N/A
Boring Diameter., 4 inches
Screened Interval: 10-20'
Weather., Cool, Overcast
Ground Elevation:
Date Started., 03/03/20
Depth of Boring: 20'
Drilling Contractor., Piedmont Indust. Svcs, Inc.
TOC Elevation:
Date Finished., 03/03/20
Water Level., 2-
-E
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0.
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ID
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L
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
f6
rn
J
N
2
1
2
2' Water
3
0-5'
no
0-5' Orange, tan, wet, sandy clay
4
5
6
7
7' Dark gray, wet, sandy clay
5-10'
no
8
9
10
10, Brown, tan, wet, sandy clay
11
12
13
10-15,
no
11-15' Dark gray, wet, sandy clay
14
15
16
17
18
15-20'
no
15-20' Dark gray, wet, sandy clay with shell fragments
19
20
Date
Time
NOTES:
Checked by oace.

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Client., Wilson County
Project Number. Wilson-20-7 Logged By: SCR
BORING ID: MW-3
SMITH G A R D N E R
Site Location: 2400 NC 42 East Wilson, NC
Boring Location: Wilson C&D Landfill
Sheet. 1 Of
Drilling Method., Hollow Stem Augers
Well Installed., YES
Sample Type(s): N/A
Boring Diameter., 4 inches
Screened Interval: 10-20'
Weather., Cool, Clear
Ground Elevation:
Date Started., 03/04/20
Depth of Boring: 20'
Drilling Contractor., Piedmont Indust. Svcs, Inc.
TOC Elevation:
Date Finished., 03/04/20
Water Level., 1.5'
E
L
L
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0.
E
ID
C
in
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a
E
a
cc
L
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a
a
No
m
�
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m
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
f6
rn
J
N
2
1
1.5' Water
2
3
0-5'
no
0-5' Tan, wet, silty sand
4
5
6
7
7-10' Dark gray, wet, silty sand
5-10'
no
8
9
10
11
12
13
10-15,
no
10-17' Dark gray, wet, sandy clay
14
15
16
17
17-20' Dark gray, wet, sandy clay with shell fragments
18
15-20'
no
19
20
Date
Time
NOTES:
Checked by oace.

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Client., Wilson County
Project Number. Wilson-20-7 Logged By: SCR
BORING ID: MW-4
SMITH G A R D N E R
Site Location: 2400 NC 42 East Wilson, NC
Boring Location: Wilson C&D Landfill
Sheet. 1 Of
Drilling Method., Hollow Stem Augers
Well Installed., YES
Sample Type(s): N/A
Boring Diameter., 4 inches
Screened Interval: 10-20'
Weather., Cool, Clear
Ground Elevation:
Date Started., 03/04/20
Depth of Boring: 20'
Drilling Contractor., Piedmont Indust. Svcs, Inc.
TOC Elevation:
Date Finished., 03/04/20
Water Level., 8'
E
L
L
o
0.
E
ID
C
in
m
a
E
a
cc
L
n
�`o
O
a
c
a
No
m
�
Li
m
j
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
f6
rn
J
N
2
1
0-3' Organics, roots, topsoil
2
3
0-5'
no
3-4' Tan, brown, moist, clayey sand
4
4-5' Tan, brown, moist, fat sandy clay
5
6
7
5-10'
no
5-10, Orange, red, moist, fat sandy clay
8
8' Water
9
10
11
12
13
10-15,
no
10-15' Orange, wet sandy clay
14
15
16
17
18
15-20'
no
15-20' Dark gray, wet, sandy clay with shell fragments
19
20
Date
Time
NOTES:
Checked by oace.

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Client: Wilson County
Project Number. Wilson-20-1 Logged By: SWH
BORING ID: MW-5
SMITHG A R D N E R
Site Location: 2400 NC 42 East Wilson, NC
Boring Location: Wilson C&D Landfill
Sheet. 1 Of
Drilling Method: Hollow Stem Augers
Well Installed: YES
Sample Type(s): N/A
Boring Diameter: 4 inches
Screened Interval: 10-20'
Weather:
Ground Elevation:
Date Started: 04/13/20
Depth of Boring: 20'
Drilling Contractor:
TOC Elevation:
Date Finished: 04/13/20
Water Level. 11.9
p
E
L
L
o
0.
E
ID
C
in
m
a
E
a
J
L
n
�`o
O
a
c
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No
m
Li
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
f6
rn
J
N
2
1
2
3
0-5'
no
0-5 Topsoil to reddish yellow silty sand
4
5
6
7
5-10'
no
8
8 Grey clayey sand
9
10
1
10 Brownish yellow sandy silt
11
12
12 Grey with red sandy clay
13
10-15,
no
13 reddish yellow sandy silt
14
14 wet
15
16
17
18
15-20'
no
15-20 reddish yellow sandy silt
19
20
Date
Time
NOTES:
Checked by oace.

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
Client: Wilson County
Project Number. Wilson-20-1 Logged By: SWH
BORING ID: MW-6
SMITHG A R O N E R
Site Location: 2400 NC 42 East Wilson, NC
Boring Location: Wilson C&D Landfill
Sheet. I Of 1
Drilling Method: Hollow Stem Augers
Well Installed: YES
Sample Type(s): NIA
Boring Diameter: 4 inches
Screened Interval: 10-20'
Weather:
Ground Elevation:
Date Started: 04/13/20
Depth of Boring: 40'
Drilling Contractor:
TOC Elevation:
Date Finished., 04/13120
Water Level: 7.5'
0
C
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
c6
co
J
N
_
1
2
3
0-5'
no
0-5 Topsoil with sandy silt
4
5
6
7
Silty sand
5-10,
no
Wet at 7 feet
8
9
10
11
12
13
10-15
no
10-15 Wet silty sand
14
15
16
17
18
15-20'
no
15-20 Wet silty sand
19
20
Date
Time
NOTES:
Ch-ke by Date:

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
client. Wilson County
Project Number Wilson-20-1 Logged By: SWH
BORINGID: MW-61)
SMITHGAR 0 N E R
Site Locat/on: 2400 NC 42 real Wilson, NC
Boring Location: Wilson CSD Landfill
Sheet 1 of 1
Drilling Method: Hollow Stem Augers
Well Installed: YES
Sample Type(s): NIA
Boring Diameter: 4 inches
Screened Interval: 35-00'
Weather:
Ground Elevation.
Date Started: 04/13/20
Depth of Boring: 40•
Drilling Contractor.
TOC Elevation:
Date Finished: 04/13/20
Water Level: 11.6
C
❑
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❑
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
in
x
1
2
3
0-5'
no
0-5 Topsoil, Sandy
4
5
6
7
5-10'
no
5-10 Sand
8
9
10
11
12
13
10-15'
no
10-15 Sand
14
15
16
17
18
15-20'
no
15-20 Sand
19
20
21
22
n zsao �o zs ao Grey sandy silty clay
as aoa5 m ao a5 Grey sandy silty day
ae asao ,w ss<o Grey sandy silty clay

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
client. Wilson County
Project Number Wilson-20-1 Logged By: SWH
BORINGID: MW-61)
SMITHGAR 0 N E R
Site Locat/on: 2400 NC 42 real Wilson, NC
Boring Location: Wilson CSD Landfill
Sheet 1 of 1
Drilling Method: Hollow Stem Augers
Well Installed: YES
Sample Type(s): NIA
Boring Diameter: 4 inches
Screened Interval: 20d0-
Weather:
Ground Elevators.
IDate Started: 04/13/20
Depth of Boring: 40•
Drilling Contractor.
TOC Elevation:
Date Finished: 04/13/20
Water Level: 11.6
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MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum
grain size, odor, and Geologic Unit (If Known)
Monitoring Well
Construction Details
in
x
21
22
23
no
20 - 25 Sand
24
25
26
27
no
25 - 40 Gray sandy silty clay
28
29
30
31
32
33
no
34
35
36
37
38
no
39
40
1
1
1
1
1
1 Boring Terminated at 40 feet
21
22
n zsao �o zs ao Grey sandy silty clay
as aoa5 m ao a5 Grey sandy silty day
ae asao ,w ss<o Grey sandy silty clay

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
BABB AND ASSOCIATES, P.A.
Raleigh, North Carolina
SOIL BORING LOG
PROJECT:
Wilson County
PROJECT #:
Mohesky Farm Property
BORING ID:
PZ-1
Date:
April 18-22, 2006
Method:
Hollow -Stem Auger
Contractor:
Carolina Drilling
Page: 1 of 1
Total Depth: 20'
Boring Dia: 8.25 inches
Field Rep: G. Babb
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
A
0 - 2'
Brown clayey fine SAND
SM
B
2 - 4'
Brown silty clayey fine SAND
SM
C
4 - 6'
Brown/reddish clayey fine to medium SAND
SC
D
6 - 8'
Brown/reddish clayey fine to medium SAND
SC
E
8 - 10'
Tan/reddish fine sandy CLAY
CH
F
13.5 - 15'
Orange/tan silty clayey fine SAND
SC
G
18.5 - 20'
Orange/tan silty clayey fine SAND
SC
Comments: 3/22/2006 WL: 11.60' below TOC

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
BABB AND ASSOCIATES, P.A.
Raleigh, North Carolina
SOIL BORING LOG
PROJECT:
Wilson County
PROJECT #:
Mohesky Farm Property
BORING ID:
PZ-2
Date:
April 18-22, 2006
Method:
Hollow -Stem Auger
Contractor:
Carolina Drilling
Page: 1 of 1
Total Depth: 20'
Boring Dia: 8.25 inches
Field Rep: G. Babb
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
A
0 - 2'
Brown silty clayey fine SAND
SC
B
2 - 4'
Brown silty clayey fine SAND
SC
C
4 - 6'
Brown/orange silty clayey fine SAND
SC
D
6 - 8'
Brown/tan silty clayey fine to medium SAND
SC
E
8 - 10'
Orange silty clayey fine SAND
SC
F
13.5 - 15'
Dark gray clayey fine SAND
SC
G
18.5 - 20'
Dark gray clayey fine SAND w/shell fragments
SC
Comments: 3/22/2006 WL: 9.21' below TOC

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
BABB AND ASSOCIATES, P.A.
Raleigh, North Carolina
SOIL BORING LOG
PROJECT:
Wilson County
PROJECT #:
Mohesky Farm Property
BORING ID:
PZ-3
Date:
April 18-22, 2006
Method:
Hollow -Stem Auger
Contractor:
Carolina Drilling
Page: 1 of 1
Total Depth: 20'
Boring Dia: 8.25 inches
Field Rep: G. Babb
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
A
0 - 2'
Brown silty clayey fine SAND
SM
B
2 - 4'
Brown silty clayey fine to medium SAND
SM
C
4 - 6'
Orange silty clayey fine to medium SAND
SC
D
6 - 8'
Gray/tan silty clayey fine SAND
SC
E
8 - 10'
Orange/brown silty clayey medium SAND
SC
F
13.5 - 15'
Orange/tan silty fine sandy CLAY
ML
G
18.5 - 20'
Orange silty clayey fine to medium SAND
SC
Comments: 3/22/2006 WL: 11.30' below TOC

DocuSign Envelope ID: 965902A3-FOC6-4C20-8257-5D3CO3CO373E
BABB AND ASSOCIATES, P.A.
Raleigh, North Carolina
SOIL BORING LOG
PROJECT:
Wilson County
PROJECT #:
Mohesky Farm Property
BORING ID:
PZ-4
Date:
April 18-22, 2006
Method:
Hollow -Stem Auger
Contractor:
Carolina Drilling
Page: 1 of 1
Total Depth: 20'
Boring Dia: 8.25 inches
Field Rep: G. Babb
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
A
0 - 2'
Brown silty clayey fine SAND
SC
B
2 - 4'
Orange/tan silty clayey fine to medium SAND
SC
C
4 - 6'
Brown silty medium SAND w/ fine gravel
SM
D
6 - 8'
Tan silty clayey fine SAND
SP
E
8 - 10'
Tan silty medium to coarse SAND
SW
F
13.5 - 15'
Dark gray/orange clayey fine SAND
SC
G
18.5 - 20'
Orange silty clayey fine SAND
SC
Comments: 3/22/2006 WL: 7.10' below TOC