7606_GoldHillRoadCDLF_WQMonitoringPlan_DIN26685_2016

Gold Hill Road CDLF (Permit 76-06)
Water Qualtiy Monitoring Plan
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Water Quality Monitoring Plan
Gold Hill Road C&D Landfill
Solid Waste Permit 7606-CDLF-2001
Submitted to:
NCDEQ Divi si on of Wa st e Ma nag e men t
Solid Waste Section
217 W Jones Street
Raleigh, NC 27603
Presented To:
Mort on a nd Se we ll Lan d Compan y, L LC
385 Gold Hill Road
Asheboro, North Carolina 27203
Presented By:
SCS ENG INEERS
322 Chapanoke Road, Suite 101
Raleigh, NC 27603
[phone]
March 1, 2016
File No. 02214705.00
Gold Hill Road CDLF (Permit 76-06)
Water Quality Monit o ring Plan
i 
Table of Contents
Section Page
1.0 Introduction ......................................................................................................................... 1 
1.1 Background ...................................................................................................................... 1 
1.2 Monitoring Location Criteria ........................................................................................... 2 
2.0 Sampling Schedule and Term .............................................................................................. 2 
3.0 Record Keeping and Reporting ............................................................................................ 3 
3.1 Sampling Reports ............................................................................................................. 3 
3.2 Well Abandonment/Rehabilitation ................................................................................. 3 
3.3 Additional Well Installations ........................................................................................... 4 
3.4 Well Maintenance ........................................................................................................... 5 
3.5 Implementation Schedule ............................................................................................... 5 
3.6 Modifications and Revisions ............................................................................................ 5 
4.0 Certification ......................................................................................................................... 5 
Tables
1 Monitoring Well Construction Data
2 Required Analytical Parameters
Figures
1 Type 3 Monitoring Well Schematic (Lower Aquifer)
2 Type 2 Monitoring Well Schematic (Upper Aquifer)
Attachments
1 Drawing M1 Monitoring Locations
2 Solid Waste Section Guidelines for Groundwater, Soil, and Surface Water
Sampling, State Of North Carolina Department Of Environment And Natural
Resources Division Of Waste Management Solid Waste Section, Rev 4-08*
3 New Guidelines for the Submittal of Environmental Monitoring Data,
Solid Waste Section Memorandum, October 27, 2006
4 Environmental Monitoring Data Form
5 February 23, 2007 Addendum to the October 27, 2006 Memorandum
6 October 16, 2007 Memorandum
7 November 5, 2014 Memorandum
8 Monitoring well construction logs and 2013 Documentation
Gold Hill Road CDLF (Permit 76-06)
Water Quality Monit o ring Plan
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1.0 INTRODUCTION
1.1 Background
Water quality monitoring for the Gold Hill Road construction and demolition debris
landfill (CDLF) has been conducted since the facility opened in 2001. The facility is
located at 375 Gold Hill Road just northeast of Asheboro, North Carolina. Public water
is available in the vicinity, but a few water supply wells have been identified. None of
the wells are downgradient of the facility. The site is within the Deep River basin but not
within a critical watershed. The monitoring well network consists of nine wells – MW-1
(background), MW-19 (upgradient of Phase 1), MW-4 and MW-15 (cross gradient wells)
and MW-8, MW-10A, MW16, 17 and 18 (down gradient). There are three surface
water sampling locations along Penwood Branch – SW-3 (background), SW-1 and
SW-2. Refer to Drawing M1 (Attachment 1).
The monitoring network is based on site studies performed in 2001 and 2009 by others.
Refer to Table 1 following this text for a summary of the well construction details.
Monitoring well construction logs are presented in the Attachment 8. Currently only
four wells are sampled, MW-1, MW-4, MW-10A, and MW-18, along with SW-2 and
SW-3, per SWS approval of a request for reduction in the number of active wells in 2013
(Attachment 8). To date, no contaminants have been detected in either ground water or
surface water sampling that can be attributed to the landfill.
Detection stage water quality monitoring is required by 15A NCAC 13B .0544 (b)(5)(B).
This Ground Water Monitoring Plan, also known as a Sampling and Analysis Plan
(SAP), is an update of the original that reflects the current monitoring network and
current protocols for sampling, analysis and reporting. The plan includes the reporting of
“Solid Waste Section Limits” and the electronic data reporting format.1 The facility is
required to undergo semi-annual detection stage sampling for Appendix I constituents
and specific parameters unique to C&D Landfills (see Tables). It should be noted that
the region is an historic mining district with abundant mineralization by metals.
North Carolina solid waste regulations require monitoring of the “uppermost” aquifer –
typically consisting of variably dense saturated saprolite derived from the weathering of
underlying bedrock in Piedmont environments. The transition from soil to bedrock
1 Requirements are reproduced in Attachments 2 – 7 and found online at
http://www.wastenotnc.org/swhome/EnvMonitoring/SolidWasteSamplingGuidance.pdf
Gold Hill Road CDLF (Permit 76-06)
Water Quality Monit o ring Plan
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within the zone is gradual and commonly irregular due to differential weathering
characteristics of the parent rock. The wells are constructed with screen intervals in the
saprolite, just above auger refusal conditions. Ground water movement is east to west
from the higher elevations of the site toward a named blue-line stream (Penwood
Branch). The monitoring wells are located to provide data from areas located up gradient
of the landfill (background) and downgradient between the landfill and the streams
(compliance wells). Stream sampling is performed up- and downgradient of the landfill.
This Sampling and Analysis Plan (SAP) has been prepared to meet North Carolina’s
monitoring requirements, including the following:
15A NCAC 13B .0544 (Solid Waste Construction and Demolition Rules)
15A NCAC 2C (Well Construction Rules)
15A NCAC 2L (Ground Water Classifications and Standards)
15A NCAC 27 (Well Contractor Certification Rules)
15A NCAC 2H (Water Quality Laboratory Certification Rules)
15A NCAC 02B .0200 (Stream Standards)
1.2 Monitoring Location Criteria
Wells currently surround the entire CDLF footprint, but the 2013 modification focuses on
monitoring just the Phase 2 footprint (the active CDLF). As Phase 1 is converted from
LCID to CDLF per the 2009 permit modification, existing wells are to be reactivated into
the routine sampling program. Well spacing is subject to review per the 5-year
permitting cycle. A majority of the wells are within the customary review boundary, i.e.,
approximately 150 feet from the waste boundary, and no more than 50 feet inside the
facility boundary. These well locations were selected by others based on topographic
relationships, variable depths to bedrock, and a fracture trace analysis apparent from the
local topography and reflected in the drilling data.
2.0 SAMPLING SCHEDULE AND TERM
Sampling shall be conducted on a semi-annual basis, specifically once in the spring and
once in the fall. Monitoring shall be conducted for the duration of operations and for a
minimum of 30 years following final closure.
Gold Hill Road CDLF (Permit 76-06)
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3.0 RECORD KEEPING AND REPORTING
3.1 Sampling Reports
Copies of all laboratory analytical data shall be forwarded to the SWS semi-annually
upon completion of the report and in accordance with the schedule outlined in the facility
permit and regulations. In addition to the sampling results being submitted in Table
format with a written report, the laboratory analytical data shall also be submitted
electronically on the Solid Waste Section’s Electronic Data Template.
Refer to Table 2 of this report for a list of the required constituents and reporting limits.
These lists were updated in the October 27, 2006, memorandum and February 23, 2007,
addendum from the Solid Waste Section. If limits are modified by the DWM, the most
current ones will be used for reporting purposes. Reports with analytical data will be
submitted in the required electronic format, accompanied by the required Environmental
Monitoring Form (see Attachment 4), which shall be signed and sealed by a licensed
geologist in the State of North Carolina.
The submittal shall specify the date of sample collection, the sampling point
identification, a map of the sampling locations, comparisons to applicable ground water
and surface water standards. Should significant concentrations of contaminants be
detected in groundwater and/or surface water during monitoring (per North Carolina
Solid Waste Rules or Ground Water Quality Standards), the owner/operator shall notify
the SWS and shall place a notice in the landfill records as to which constituents were
detected. Analytical data, calculations, and other relevant ground water monitoring
records shall be kept throughout the active life of the facility and the post-closure care
period, including notices and reports of any North Carolina 2L Standard exceedance, re-
sampling notifications, and re-sampling results.
3.2 Well Abandonment/Rehabilitation
Should wells become irreversibly damaged or require rehabilitation, the SWS shall be
notified. If monitoring wells and/or piezometers within unconsolidated formations are
damaged irreversibly they shall be abandoned by over-drilling and/or pulling the well
casing and plugging the well with an impermeable, chemically-inert sealant such as neat
cement grout and/or bentonite clay. For bedrock wells the abandonment shall consist of
plugging the interior well riser and screen with an impermeable neat cement grout and/or
bentonite clay sealant. Piezometers in the waste footprint shall be abandoned by over
Gold Hill Road CDLF (Permit 76-06)
Water QualityMonit o ring Plan
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drilling the boring and backfilling with a bentonite-cement grout. All well repairs or
abandonment shall be certified by a NC-licensed geologist or engineer.
Samples withdrawn from the facility’s monitoring wells should be free of clay and silt;
therefore, existing wells may require re-development from time to time based upon
observed turbidity levels during sampling activities. If re-development of an existing
monitoring well is required, it will be performed in a manner similar to that used for a
new well as described below.
3.3 Additional Well Installations
All additional monitoring wells (new or replacement) shall be installed under the
supervision of a qualified geologist or engineer who is registered in North Carolina and
who shall certify to the SWS that the installation complies with the North Carolina
Regulations. Upon installation of future wells, the documentation for the construction of
each well shall be submitted by the registered geologist or engineer after well
construction, as specified in the permit to operate, once issued (Figures 1 and 2).
Newly constructed wells will be developed to remove particulates that are present in the
well due to construction activities, and to interconnect the well with the aquifer.
Development of new monitoring wells will be performed no sooner than 24 hours after
well construction. Wells may be developed with disposable bailers, a mechanical well
developer, or other approved method. A surge block may be used as a means of
assessing the integrity of the well screen and riser. In the event a pump is employed, the
design of the pump will be such that any ground water that has come into contact with air
is not allowed to drain back into the well. In general, each well will be developed until
sediment-free water with stabilized field parameters (i.e., temperature, pH, and specific
conductance) is obtained.
Well development equipment (bailers, pumps, surge blocks) and any additional
equipment that contacts subsurface formations will be decontaminated prior to on-site
use, between consecutive on-site uses, and/or between consecutive well installations.
The purge water will be disposed of on the ground surface at least 10 feet downgradient
of the monitoring well undergoing purging, unless field characteristics suggest the water
will need to be disposed of otherwise. If field characteristics suggest, the purge water
will be containerized and disposed of by other approved disposal means.
Gold Hill Road CDLF (Permit 76-06)
Water Quality Monitoring Plan
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3.4 Well Maintenance
The existing monitoring wells will be used and maintained in accordance with design
specifications throughout the life of the monitoring program. Routine well maintenance
will include inspection and correction/repair of, as necessary, identification labels,
concrete aprons, locking caps and locks, and access to the wells. Should it be determined
that background or compliance monitoring wells no longer provide samples
representative of the quality of ground water passing the relevant point of compliance, the
SWS shall be notified. The owner shall re-evaluate the monitoring network and provide
a plan to the SWS for modifying, rehabilitating, decommissioning, or installing
replacement wells or additional monitoring wells, as appropriate.
3.5 Modifications and Revisions
At some future time it may be appropriate to modify this plan, e.g. add or delete sampling
locations or analytical parameters. Such changes may require approval from SWS. Also,
this plan will be reviewed as new phases are developed and amended as needed. Refer to
the revision section for the latest edition.
4.0 CERTIFICATION
This water quality monitoring plan has been prepared by a qualified geologist who is
licensed to practice in the State of North Carolina. The plan was prepared based on first-
hand knowledge of site conditions and familiarity with North Carolina solid waste rules
and industry standard protocol. In accordance with North Carolina Solid Waste
Regulations, this Water Quality Monitoring Plan amendment should provide early
detection of any release of hazardous constituents to the uppermost aquifer, so as to be
protective of public health and the environment. No other warranties, expressed or
implied, are made.
Signed _______________________________
Printed ___G. David Garrett, PG, PE_______
Date _____March 1, 2016_____________
Not valid unless this document bears the seal of the above mentioned licensed professional.
Tables
Table 1
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
Well Ground TOC Stickup Groundwater Groundwater
ID Elev. Elev. (feet) Top* Bottom Top Bottom Depth** Elevation Temp. C pH S.C. Turbidity
(feet) (feet) (feet) (feet) (feet) (feet)uMho/cm (ntu)
MW1 802.54 804.99 2.45 20.40 35.40 782.14 767.14 27.63 774.91 16 6.5 346 65.0
MW4 758.61 761.25 2.64 15.00 30.00 743.61 728.61 25.26 733.35 15 5.7 50 3.6
MW8 720.58 723.02 2.44 6.00 21.00 714.58 699.58 14.61 705.97 14 5.5 61 45.0
MW10A 733.20 735.78 2.58 15.00 30.00 741.67 703.20 23.17 710.03 14 5.3 50 36.0
MW15 751.67 754.12 2.45 10.00 25.00 732.78 726.67 12.36 739.31 14 5.9 150 80.0
MW16 742.78 745.20 2.42 10.00 25.00 717.43 717.78 19.96 722.82 15 6.2 259 22.0
MW17 732.43 734.67 2.24 15.00 30.00 712.59 702.43 19.54 712.89 15 6.3 185 4.0
MW18 722.59 724.50 1.91 10.00 25.00 697.59 697.59 9.92 712.67 14 5.7 91 25.0
MW19 782.81 784.76 1.95 20.00 35.00 747.81 747.81 17.86 764.95 15 6.5 236 6.7
* Referenced from ground surface
**Referenced from top of casing
ntu = Nephelometric Turbidity Units
Sampling Date 3/19/2013
Screen Interval Screen Elevation Field Parameters
NM = Not Measured
S.C. = Specific Conductance
Gold Hill Road CDLF 7/25/2013 Page 1 of 1
Table 2

Ground and Surface Water Analysis Methodology
For Semi-Annual Detection Monitoring

Inorganic Required Solid Waste North Carolina 2L**
Constituent Section Limit (ug/l)* Ground Water Standard

Antimony 6 1.4 ***
Arsenic 10 50
Barium 100 2000
Beryllium 1 4 ***
Cadmium 1 1.75
Chromium 10 50
Cobalt 10 70 ***
Copper 10 1000
Lead 10 15
Nickel 50 100
Selenium 10 50
Silver 10 17.5
Thallium 5.5 0.28 ***
Vanadium 25 3.5 ***
Zinc 10 1050
Mercury 0.2 1.05
Chloride NE 250,000
Manganese 50 50
Sulfate 250,000 250,000
Iron 300 300
Alkalinity NE NE
Total Dissolved Solids NE 500,000
Specific Conductivity (field)
pH (field)
Temperature (field)

Table 2 (continued)

Ground and Surface Water Analysis Methodology

Organic Required Solid Waste North Carolina
Constituent Section Limit (ug/l)* Ground Water Standard
1,1,1,2-Tetrachloroethane 5 1.3 ***
1,1,1-Trichloroethane 1 200
1,1,2,2-Tetrachloroethane 3 0.18 ***
1,1,2-Trichloroethane 1 0.6 ***
1,1-Dichloroethane 5 70
1,1-Dichloroethylene 5 7
1,2,3-Trichloropropane 1 0.005
1,2-Dibromo-3-chloropropane 13 0.025
1,2-Dibromoethane 1 0.0004
1,2-Dichlorobenzene 5 24
1,2-Dichloroethane 1 0.38
1,2-Dichloropropane 1 0.51
1,4-Dichlorobenzene 1 1.4
2-Butanone 100 4200
2-Hexanone 50 280
4-Methyl-2-pentanone 100 560 ***
Acetone 100 700
Acrylonitrile 200 NE
Benzene 1 1
Bromochloromethane 3 0.6 ***
Bromodichloromethane 1 0.56
Bromoform 4 4.43
Bromomethane 10 NE
Carbon Disulfide 100 700
Carbon Tetrachloride 1 0.269
Chlorobenzene 3 50
Chloroethane 10 2800
Chloroform 5 70
Chloromethane 1 2.6
Cis-1,2-dichloroethylene 5 70
Cis-1,3-dichloropropene 1 0.19
Dibromochloromethane 3 0.41
Dibromomethane 10 NE
Ethylbenzene 1 550
Iodomethane 10 NE
Methylene chloride 1 4.6
Styrene 1 100
Tetrachloroethylene 1 0.7
Toluene 1 1000
Trans-1,2-dichloroethylene 5 100

Table 2 (continued)

Ground and Surface Water Analysis Methodology

Organic Required Solid Waste North Carolina
Constituent Section Limit (ug/l)* Ground Water Standard
Trans-1,3-dichloropropene 1 0.19
Trans-1,4-dichloro-2-butene 100 NE
Trichloroethylene 1 2.8
Trichloroflouromethane 1 2100
Vinyl acetate 50 7000 ***
Vinyl chloride 1 0.015
Xylene (total) 5 530
Tetrahydrofuran 1 NE

Notes:
All samples shall be unfiltered.
NE = not established

* Per North Carolina DENR Division of Waste Management guidelines, eff. 2006, equivalent to the PQL.
Only SW-846 methodologies that are approved by the NC DENR Solid Waste Section shall be used for
laboratory analyses. The laboratory must be certified by NC DENR for the specific lab methods per SW-
846.

** 15A NCAC 2L Standard for Class GA Ground Water – this applies unless otherwise noted (see below)

***North Carolina DWM Ground Water Protection Standard (quoted from website)
Groundwater standards and Solid Waste Section Limits are subject to change; the most current
standards and limits will be used.

Figures

Figure 1 – Type 3 Monitoring Well Construction Schematic (Lower Aquifer)
Figure 2 – Type 2 Monitoring Well Construction Schematic (Upper Aquifer)

Attachment 1
Monitoring Locations

SCS ENGINEERS, PC
2520 WHITEHALL PARK DRIVE, SUITE 450
CHARLOTTE, NORTH CAROLINA 28273
PHONE: [phone] FAX: [phone]
CLIENT DATEREVISIONN0.
PROJECT TITLE
SHEET TITLE
APP. BY:
Q/A RVW BY:
CHK. BY:
DWN. BY:
DSN. BY:
PROJ. NO.
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02214705.00
GDG
KEM
GDG
GDG
GDG
MORTON AND SEWELL LAND COMPANY
385 GOLD HILL ROAD
ASHEBORO, NC 27203
[phone]
GROUNDWATER
AND LANDFILL MONITORING PLAN
GOLD HILL ROAD CDLF
2015 PERMIT #70-06 MODIFICATION
M
1

Attachment 2
Solid Waste Section Guidelines for Groundwater,
Soil and Surface Water Sampling

North Carolina Department of
Environment and Natural Resources
Division of Waste Management
Solid Waste Section

Solid Waste Section
Guidelines for Groundwater, Soil, and Surface
Water Sampling

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION

General Sampling Procedures
The following guidance is provided to insure a consistent sampling approach so that sample
collection activities at solid waste management facilities provide reliable data. Sampling must
begin with an evaluation of facility information, historical environmental data and site geologic
and hydrogeologic conditions. General sampling procedures are described in this document.

Planning
Begin sampling activities with planning and coordination. The party contracting with the
laboratory is responsible for effectively communicating reporting requirements and evaluating
data reliability as it relates to specific monitoring activities.

Sample Collection
Contamination Prevention
a.) Take special effort to prevent cross contamination or environmental contamination
when collecting samples.
1. If possible, collect samples from the least contaminated sampling location
(or background sampling location, if applicable) to the most contaminated
sampling location.
2. Collect the ambient or background samples first, and store them in
separate ice chests or separate shipping containers within the same ice
chest (e.g. untreated plastic bags).
3. Collect samples in flowing water at designated locations from upstream to
downstream.
b.) Do not store or ship highly contaminated samples (concentrated wastes, free product,
etc.) or samples suspect of containing high concentrations of contaminants in the
same ice chest or shipping containers with other environmental samples.
1. Isolate these sample containers by sealing them in separate, untreated
plastic bags immediately after collecting, preserving, labeling, etc.
2. Use a clean, untreated plastic bag to line the ice chest or shipping
container.
c.) All sampling equipment should be thoroughly decontaminated and transported in a
manner that does not allow it to become contaminated. Arrangements should be
made ahead of time to decontaminate any sampling or measuring equipment that will
be reused when taking samples from more than one well. Field decontamination of
Rev 4-08 1
sampling equipment will be necessary before sampling each well to minimize the risk
of cross contamination. Decontamination procedures should be included in reports as
necessary. Certified pre-cleaned sampling equipment and containers may be used.
When collecting aqueous samples, rinse the sample collection equipment with a
portion of the sample water before taking the actual sample. Sample containers do not
need to be rinsed. In the case of petroleum hydrocarbons, oil and grease, or
containers with pre-measured preservatives, the sample containers cannot be rinsed.
d.) Place all fuel-powered equipment away from, and downwind of, any site activities
(e.g., purging, sampling, decontamination).
1. If field conditions preclude such placement (i.e., the wind is from the
upstream direction in a boat), place the fuel source(s) as far away as
possible from the sampling activities and describe the conditions in the
field notes.
2. Handle fuel (i.e., filling vehicles and equipment) prior to the sampling
day. If such activities must be performed during sampling, the personnel
must wear disposable gloves.
3. Dispense all fuels downwind. Dispose of gloves well away from the
sampling activities.
Filling Out Sample Labels
Fill out label, adhere to vial and collect sample. Print legibly with indelible ink. At a
minimum, the label or tag should identify the sample with the following information:
1. Sample location and/or well number
2. Sample identification number
3. Date and time of collection
4. Analysis required/requested
5. Sampler’s initials
6. Preservative(s) used, if any [i.e., HCl, Na2S2O3, NO3, ice, etc.]
7. Any other pertinent information for sample identification
Sample Collection Order
Unless field conditions justify other sampling regimens, collect samples in the following
order:
1. Volatile Organics and Volatile Inorganics
2. Extractable Organics, Petroleum Hydrocarbons, Aggregate Organics and
Oil and Grease
3. Total Metals
4. Inorganic Nonmetallics, Physical and Aggregate Properties, and
Biologicals
5. Microbiological
NOTE: If the pump used to collect groundwater samples cannot be used to collect volatile or
extractable organics then collect all other parameters and withdraw the pump and tubing. Then
collect the volatile and extractable organics.

Rev 4-08 2
Health and Safety
Implement all local, state, and federal requirements relating to health and safety. Follow all
local, state and federal requirements pertaining to the storage and disposal of any hazardous or
investigation derived wastes.
a.) The Solid Waste Section recommends wearing protective gloves when conducting all
sampling activities.
1. Gloves serve to protect the sample collector from potential exposure to sample
constituents, minimize accidental contamination of samples by the collector,
and preserve accurate tare weights on preweighed sample containers.
2. Do not let gloves come into contact with the sample or with the interior or lip
of the sample container. Use clean, new, unpowdered and disposable gloves.
Various types of gloves may be used as long as the construction materials do
not contaminate the sample or if internal safety protocols require greater
protection.
3. Note that certain materials that may potentially be present in concentrated
effluent can pass through certain glove types and be absorbed in the skin.
Many vendor catalogs provide information about the permeability of different
gloves and the circumstances under which the glove material might be
applicable. The powder in powdered gloves can contribute significant
contamination. Powdered gloves are not recommended unless it can be
demonstrated that the powder does not interfere with the sample analysis.
4. Change gloves after preliminary activities, after collecting all the samples at a
single sampling point, if torn or used to handle extremely dirty or highly
contaminated surfaces. Properly dispose of all used gloves as investigation
derived wastes.
b.) Properly manage all investigation derived waste (IDW).
5. To prevent contamination into previously uncontaminated areas, properly
manage all IDW. This includes all water, soil, drilling mud, decontamination
wastes, discarded personal protective equipment (PPE), etc. from site
investigations, exploratory borings, piezometer and monitoring well
installation, refurbishment, abandonment, and other investigative activities.
Manage all IDW that is determined to be RCRA-regulated hazardous waste
according to the local, state and federal requirements.
6. Properly dispose of IDW that is not a RCRA-regulated hazardous waste but is
contaminated above the Department’s Soil Cleanup Target Levels or the state
standards and/or minimum criteria for ground water quality. If the drill
cuttings/mud orpurged well water is contaminated with hazardous waste,
contact the DWM Hazardous Waste Section (919-508-8400) for disposal
options. Maintain all containers holding IDW in good condition. Periodically
inspect the containers for damage and ensure that all required labeling (DOT,
RCRA, etc.) are clearly visible.

Rev 4-08 3
Sample Storage and Transport
Store samples for transport carefully. Pack samples to prevent from breaking and to maintain a
temperature of approximately 4 degrees Celsius (°C), adding ice if necessary. Transport samples
to a North Carolina-certified laboratory as soon as possible. Avoid unnecessary handling of
sample containers. Avoid heating (room temperature or above, including exposure to sunlight)
or freezing of the sample containers. Reduce the time between sample collection and delivery to
a laboratory whenever possible and be sure that the analytical holding times of your samples can
be met by the laboratory.
a.) A complete chain-of-custody (COC) form must be maintained to document all
transfers and receipts of the samples. Be sure that the sample containers are labeled
with the sample location and/or well number, sample identification, the date and time
of collection, the analysis to be performed, the preservative added (if any), the
sampler’s initials, and any other pertinent information for sample identification. The
labels should contain a unique identifier (i.e., unique well numbers) that can be traced
to the COC form. The details of sample collection must be documented on the COC.
The COC must include the following:
1. Description of each sample (including QA/QC samples) and the number of
containers (sample location and identification)
2. Signature of the sampler
3. Date and time of sample collection
4. Analytical method to be performed
5. Sample type (i.e., water or soil)
6. Regulatory agency (i.e., NCDENR/DWM – SW Section)
7. Signatures of all persons relinquishing and receiving custody of the
samples
8. Dates and times of custody transfers
b.) Pack samples so that they are segregated by site, sampling location or by sample
analysis type. When COC samples are involved, segregate samples in coolers by site.
If samples from multiple sites will fit in one cooler, they may be packed in the same
cooler with the associated field sheets and a single COC form for all. Coolers should
not exceed a maximum weight of 50 lbs. Use additional coolers as necessary. All
sample containers should be placed in plastic bags (segregated by analysis and
location) and completely surrounded by ice.
1. Prepare and place trip blanks in an ice filled cooler before leaving for the
field.
2. Segregate samples by analysis and place in sealable plastic bags.
3. Pack samples carefully in the cooler placing ice around the samples.
4. Review the COC. The COC form must accompany the samples to the
laboratory. The trip blank(s) must also be recorded on the COC form.
5. Place completed COC form in a waterproof bag, sealed and taped under
the lid of the cooler.
6. Secure shipping containers with strapping tape to avoid accidental
opening.
7. For COC samples, a tamper-proof seal may also be placed over the cooler
lid or over a bag or container containing the samples inside the shipping
cooler.
Rev 4-08 4
8. "COC" or "EMERG" should be written in indelible ink on the cooler seal
to alert sample receipt technicians to priority or special handling samples.
9. The date and sample handler's signature must also be written on the COC
seal.
10. Deliver the samples to the laboratory or ship by commercial courier.
NOTE: If transport time to the laboratory is not long enough to allow
samples to be cooled to 4° C, a temperature reading of the sample source
must be documented as the field temperature on the COC form. A
downward trend in temperature will be adequate even if cooling to 4° C is
not achieved. The field temperature should always be documented if there
is any question as to whether samples will have time to cool to 4° C during
shipment. Thermometers must be calibrated annually against an NIST
traceable thermometer and documentation must be retained.

Rev 4-08 5
Appendix A - Decontamination of Field Equipment
Decontamination of personnel, sampling equipment, and containers - before and after
sampling - must be used to ensure collection of representative samples and to prevent the
potential spread of contamination. Decontamination of personnel prevents ingestion and
absorption of contaminants. It must be done with a soap and water wash and deionized or
distilled water rinse. Certified pre-cleaned sampling equipment and containers may also be used.

All previously used sampling equipment must be properly decontaminated before sampling and
between sampling locations. This prevents the introduction of contamination into
uncontaminated samples and avoids cross-contamination of samples. Cross-contamination can
be a significant problem when attempting to characterize extremely low concentrations of
organic compounds or when working with soils that are highly contaminated.

Clean, solvent-resistant gloves and appropriate protective equipment must be worn by
persons decontaminating tools and equipment.

Cleaning Reagents
Recommendations for the types and grades of various cleaning supplies are outlined below.
The recommended reagent types or grades were selected to ensure that the cleaned equipment is
free from any detectable contamination.
a.) Detergents: Use Liqui-Nox (or a non-phosphate equivalent) or Alconox (or
equivalent). Liqui-Nox (or equivalent) is recommended by EPA, although Alconox
(or equivalent) may be substituted if the sampling equipment will not be used to
collect phosphorus or phosphorus containing compounds.
b.) Solvents: Use pesticide grade isopropanol as the rinse solvent in routine equipment
cleaning procedures. This grade of alcohol must be purchased from a laboratory
supply vendor. Rubbing alcohol or other commonly available sources of isopropanol
are not acceptable. Other solvents, such as acetone or methanol, may be used as the
final rinse solvent if they are pesticide grade. However, methanol is more toxic to the
environment and acetone may be an analyte of interest for volatile organics.

1. Do not use acetone if volatile organics are of interest
2. Containerize all methanol wastes (including rinses) and dispose as a
hazardous waste.

Pre-clean equipment that is heavily contaminated with organic analytes. Use reagent
grade acetone and hexane or other suitable solvents. Use pesticide grade methylene
chloride when cleaning sample containers. Store all solvents away from potential
sources of contamination.
c.) Analyte-Free Water Sources: Analyte-free water is water in which all analytes of
interest and all interferences are below method detection limits. Maintain
documentation (such as results from equipment blanks) to demonstrate the reliability
and purity of analyte-free water source(s). The source of the water must meet the
requirements of the analytical method and must be free from the analytes of interest.
In general, the following water types are associated with specific analyte groups:
1. Milli-Q (or equivalent polished water): suitable for all analyses.
Rev 4-08 6
2. Organic-free: suitable for volatile and extractable organics.
3. Deionized water: may not be suitable for volatile and extractable
organics.
4. Distilled water: not suitable for volatile and extractable organics, metals
or ultratrace metals.
Use analyte-free water for blank preparation and the final decontamination water
rinse. In order to minimize long-term storage and potential leaching problems, obtain
or purchase analyte-free water just prior to the sampling event. If obtained from a
source (such as a laboratory), fill the transport containers and use the contents for a
single sampling event. Empty the transport container(s) at the end of the sampling
event. Discard any analyte-free water that is transferred to a dispensing container
(such as a wash bottle or pump sprayer) at the end of each sampling day.
d.) Acids:
1. Reagent Grade Nitric Acid: 10 - 15% (one volume concentrated nitric acid
and five volumes deionized water). Use for the acid rinse unless nitrogen
components (e.g., nitrate, nitrite, etc.) are to be sampled. If sampling for
ultra-trace levels of metals, use an ultra-pure grade acid.
2. Reagent Grade Hydrochloric Acid: 10% hydrochloric acid (one volume
concentrated hydrochloric and three volumes deionized water). Use when
nitrogen components are to be sampled.
3. If samples for both metals and the nitrogen-containing components are
collected with the equipment, use the hydrochloric acid rinse, or
thoroughly rinse with hydrochloric acid after a nitric acid rinse. If
sampling for ultra trace levels of metals, use an ultra-pure grade acid.
4. Freshly prepared acid solutions may be recycled during the sampling event
or cleaning process. Dispose of any unused acids according to local
ordinances.

Reagent Storage Containers
The contents of all containers must be clearly marked.
a.) Detergents:
1. Store in the original container or in a HDPE or PP container.
b.) Solvents:
1. Store solvents to be used for cleaning or decontamination in the original
container until use in the field. If transferred to another container for field
use, use either a glass or Teflon container.
2. Use dispensing containers constructed of glass, Teflon or stainless steel.
Note: If stainless steel sprayers are used, any gaskets that contact the
solvents must be constructed of inert materials.
c.) Analyte-Free Water:
1. Transport in containers appropriate for the type of water stored. If the
water is commercially purchased (e.g., grocery store), use the original
containers when transporting the water to the field. Containers made of
glass, Teflon, polypropylene or HDPE are acceptable.
2. Use glass or Teflon to transport organic-free sources of water on-site.
Polypropylene or HDPE may be used, but are not recommended.
Rev 4-08 7
3. Dispense water from containers made of glass, Teflon, HDPE or
polypropylene.
4. Do not store water in transport containers for more than three days before
beginning a sampling event.
5. If working on a project that has oversight from EPA Region 4, use glass
containers for the transport and storage of all water.
6. Store and dispense acids using containers made of glass, Teflon or plastic.

General Requirements
a.) Prior to use, clean/decontaminate all sampling equipment (pumps, tubing, lanyards,
split spoons, etc.) that will be exposed to the sample.
b.) Before installing, clean (or obtain as certified pre-cleaned) all equipment that is
dedicated to a single sampling point and remains in contact with the sample medium
(e.g., permanently installed groundwater pump). If you use certified pre-cleaned
equipment no cleaning is necessary.
1. Clean this equipment any time it is removed for maintenance or repair.
2. Replace dedicated tubing if discolored or damaged.
c.) Clean all equipment in a designated area having a controlled environment (house,
laboratory, or base of field operations) and transport it to the field, pre-cleaned and
ready to use, unless otherwise justified.
d.) Rinse all equipment with water after use, even if it is to be field-cleaned for other
sites. Rinse equipment used at contaminated sites or used to collect in-process (e.g.,
untreated or partially treated wastewater) samples immediately with water.
e.) Whenever possible, transport sufficient clean equipment to the field so that an entire
sampling event can be conducted without the need for cleaning equipment in the
field.
f.) Segregate equipment that is only used once (i.e., not cleaned in the field) from clean
equipment and return to the in-house cleaning facility to be cleaned in a controlled
environment.
g.) Protect decontaminated field equipment from environmental contamination by
securely wrapping and sealing with one of the following:
1. Aluminum foil (commercial grade is acceptable)
2. Untreated butcher paper
3. Clean, untreated, disposable plastic bags. Plastic bags may be used for all
analyte groups except volatile and extractable organics. Plastic bags may
be used for volatile and extractable organics, if the equipment is first
wrapped in foil or butcher paper, or if the equipment is completely dry.

Cleaning Sample Collection Equipment
a.) On-Site/In-Field Cleaning – Cleaning equipment on-site is not recommended because
environmental conditions cannot be controlled and wastes (solvents and acids) must
be containerized for proper disposal.
1. Ambient temperature water may be substituted in the hot, sudsy water bath
and hot water rinses.
NOTE: Properly dispose of all solvents and acids.
Rev 4-08 8
2. Rinse all equipment with water after use, even if it is to be field-cleaned
for other sites.
3. Immediately rinse equipment used at contaminated sites or used to collect
in-process (e.g., untreated or partially treated wastewater) samples with
water.
b.) Heavily Contaminated Equipment - In order to avoid contaminating other samples,
isolate heavily contaminated equipment from other equipment and thoroughly
decontaminate the equipment before further use. Equipment is considered heavily
contaminated if it:
1. Has been used to collect samples from a source known to contain
significantly higher levels than background.
2. Has been used to collect free product.
3. Has been used to collect industrial products (e.g., pesticides or solvents) or
their byproducts.
NOTE: Cleaning heavily contaminated equipment in the field is not recommended.
c.) On-Site Procedures:
1. Protect all other equipment, personnel and samples from exposure by
isolating the equipment immediately after use.
2. At a minimum, place the equipment in a tightly sealed, untreated, plastic
bag.
3. Do not store or ship the contaminated equipment next to clean,
decontaminated equipment, unused sample containers, or filled sample
containers.
4. Transport the equipment back to the base of operations for thorough
decontamination.
5. If cleaning must occur in the field, document the effectiveness of the
procedure, collect and analyze blanks on the cleaned equipment.
d.) Cleaning Procedures:
1. If organic contamination cannot be readily removed with scrubbing and a
detergent solution, pre-rinse equipment by thoroughly rinsing or soaking
the equipment in acetone.
2. Use hexane only if preceded and followed by acetone.
3. In extreme cases, it may be necessary to steam clean the field equipment
before proceeding with routine cleaning procedures.
4. After the solvent rinses (and/or steam cleaning), use the appropriate
cleaning procedure. Scrub, rather than soak, all equipment with sudsy
water. If high levels of metals are suspected and the equipment cannot be
cleaned without acid rinsing, soak the equipment in the appropriate acid.
Since stainless steel equipment should not be exposed to acid rinses, do
not use stainless steel equipment when heavy metal contamination is
suspected or present.
5. If the field equipment cannot be cleaned utilizing these procedures,
discard unless further cleaning with stronger solvents and/or oxidizing
solutions is effective as evidenced by visual observation and blanks.
6. Clearly mark or disable all discarded equipment to discourage use.
Rev 4-08 9
e.) General Cleaning - Follow these procedures when cleaning equipment under
controlled conditions. Check manufacturer's instructions for cleaning restrictions
and/or recommendations.
1. Procedure for Teflon, stainless steel and glass sampling equipment: This
procedure must be used when sampling for ALL analyte groups.
(Extractable organics, metals, nutrients, etc. or if a single decontamination
protocol is desired to clean all Teflon, stainless steel and glass equipment.)
Rinse equipment with hot tap water. Soak equipment in a hot, sudsy water
solution (Liqui-Nox or equivalent). If necessary, use a brush to remove
particulate matter or surface film. Rinse thoroughly with hot tap water. If
samples for trace metals or inorganic analytes will be collected with the
equipment that is not stainless steel, thoroughly rinse (wet all surfaces)
with the appropriate acid solution. Rinse thoroughly with analyte-free
water. Make sure that all equipment surfaces are thoroughly flushed with
water. If samples for volatile or extractable organics will be collected,
rinse with isopropanol. Wet equipment surfaces thoroughly with free-
flowing solvent. Rinse thoroughly with analyte-free water. Allow to air
dry. Wrap and seal as soon as the equipment has air-dried. If isopropanol
is used, the equipment may be air-dried without the final analyte-free
water rinse; however, the equipment must be completely dry before
wrapping or use. Wrap clean sampling equipment according to the
procedure described above.
2. General Cleaning Procedure for Plastic Sampling Equipment: Rinse
equipment with hot tap water. Soak equipment in a hot, sudsy water
solution (Liqui-Nox or equivalent). If necessary, use a brush to remove
particulate matter or surface film. Rinse thoroughly with hot tap water.
Thoroughly rinse (wet all surfaces) with the appropriate acid solution.
Check manufacturer's instructions for cleaning restrictions and/or
recommendations. Rinse thoroughly with analyte-free water. Be sure that
all equipment surfaces are thoroughly flushed. Allow to air dry as long as
possible. Wrap clean sampling equipment according to the procedure
described above.

Rev 4-08 10

Appendix B - Collecting Soil Samples
Soil samples are collected for a variety of purposes. A methodical sampling approach must be
used to assure that sample collection activities provide reliable data. Sampling must begin with
an evaluation of background information, historical data and site conditions.

Soil Field Screening Procedures
Field screening is the use of portable devices capable of detecting petroleum contaminants on
a real-time basis or by a rapid field analytical technique. Field screening should be used to help
assess locations where contamination is most likely to be present.

When possible, field-screening samples should be collected directly from the excavation or
from the excavation equipment's bucket. If field screening is conducted only from the
equipment's bucket, then a minimum of one field screening sample should be collected from
each 10 cubic yards of excavated soil. If instruments or other observations indicate
contamination, soil should be separated into stockpiles based on apparent degrees of
contamination. At a minimum, soil suspected of contamination must be segregated from soil
observed to be free of contamination.

a.) Field screening devices – Many field screen instruments are available for detecting
contaminants in the field on a rapid or real-time basis. Acceptable field screening
instruments must be suitable for the contaminant being screened. The procdedure for
field screening using photoionization detectors (PIDs) and flame ionization detectors
(FIDs) is described below. If other instruments are used, a description of the
instrument or method and its intended use must be provided to the Solid Waste
Section. Whichever field screening method is chosen, its accuracy must be verified
throughout the sampling process. Use appropriate standards that match the use
intended for the data. Unless the Solid Waste Section indicates otherwise, wherever
field screening is recommended in this document, instrumental or analytical methods
of detection must be used, not olfactory or visual screening methods.

b.) Headspace analytical screening procedure for filed screening (semi-quantitative field
screening) - The most commonly used field instruments for Solid Waste Section site
assessments are FIDs and PIDs. When using FIDs and PIDs, use the following
headspace screening procedure to obtain and analyze field-screening samples:
1. Partially fill (one-third to one-half) a clean jar or clean ziplock bag with
the sample to be analyzed. The total capacity of the jar or bag may not be
less than eight ounces (app. 250 ml), but the container should not be so
large as to allow vapor diffusion and stratification effects to significantly
affect the sample.
2. If the sample is collected from a spilt-spoon, it must be transferred to the
jar or bag for headspace analysis immediately after opening the split-
spoon. If the sample is collected from an excavation or soil pile, it must
be collected from freshly uncovered soil.
Rev 4-08 11
3. If a jar is used, it must be quickly covered with clean aluminum foil or a
jar lid; screw tops or thick rubber bands must be used to tightly seal the
jar. If a zip lock bag is used, it must be quickly sealed shut.
4. Headspace vapors must be allowed to develop in the container for at least
10 minutes but no longer than one hour. Containers must be shaken or
agitated for 15 seconds at the beginning and the end of the headspace
development period to assist volatilization. Temperatures of the
headspace must be warmed to at least 5° C (approximately 40° F) with
instruments calibrated for the temperature used.
5. After headspace development, the instrument sampling probe must be
inserted to a point about one-half the headspace depth. The container
opening must be minimized and care must be taken to avoid the uptake of
water droplets and soil particulates.
6. After probe insertion, the highest meter reading must be taken and
recorded. This will normally occur between two and five seconds after
probe insertion. If erratic meter response occurs at high organic vapor
concentrations or conditions of elevated headspace moisture, a note to that
effect must accompany the headspace data.
7. All field screening results must be documented in the field record or log
book.

Soil Sample Collection Procedures for Laboratory Samples
The number and type of laboratory samples collected depends on the purpose of the sampling
activity. Samples analyzed with field screening devices may not be substituted for required
laboratory samples.

a.) General Sample Collection - When collecting samples from potentially contaminated
soil, care should be taken to reduce contact with skin or other parts of the body.
Disposable gloves should be worn by the sample collector and should be changed
between samples to avoid cross-contamination. Soil samples should be collected in a
manner that causes the least disturbance to the internal structure of the sample and
reduces its exposure to heat, sunlight and open air. Likewise, care should be taken to
keep the samples from being contaminated by other materials or other samples
collected at the site. When sampling is to occur over an extended period of time, it is
necessary to insure that the samples are collected in a comparable manner. All
samples must be collected with disposable or clean tools that have been
decontaminated. Disposable gloves must be worn and changed between sample
collections. Sample containers must be filled quickly. Soil samples must be placed
in containers in the order of volatility, for example, volatile organic aromatic samples
must be taken first, organics next, then heavier range organics, and finally soil
classification samples. Containers must be quickly and adequately sealed, and rims
must be cleaned before tightening lids. Tape may be used only if known not to affect
sample analysis. Sample containers must be clearly labeled. Containers must
immediately be preserved according to procedures in this Section. Unless specified
Rev 4-08 12
otherwise, at a minimum, the samples must be immediately cooled to 4 ± 2°C and this
temperature must be maintained throughout delivery to the laboratory.
b.) Surface Soil Sampling - Surface soil is generally classified as soil between the ground
surface and 6-12 inches below ground surface. Remove leaves, grass and surface
debris from the area to be sampled. Select an appropriate, pre-cleaned sampling
device and collect the sample. Transfer the sample to the appropriate sample
container. Clean the outside of the sample container to remove excess soil. Label the
sample container, place on wet ice to preserve at 4°C, and complete the field notes.
c.) Subsurface Soil Sampling – The interval begins at approximately 12 inches below
ground surface. Collect samples for volatile organic analyses. For other analyses,
select an appropriate, pre-cleaned sampling device and collect the sample. Transfer
the sample to the appropriate sample container. Clean the outside of the sample
container to remove excess soil. Label the sample container, place on wet ice to
preserve at 4°C, and complete field notes.
d.) Equipment for Reaching the Appropriate Soil Sampling Depth - Samples may be
collected using a hollow stem soil auger, direct push, Shelby tube, split-spoon
sampler, or core barrel. These sampling devices may be used as long as an effort is
made to reduce the loss of contaminants through volatilization. In these situations,
obtain a sufficient volume of so the samples can be collected without volatilization
and disturbance to the internal structure of the samples. Samples should be collected
from cores of the soil. Non-disposable sampling equipment must be decontaminated
between each sample location. NOTE: If a confining layer has been breached during
sampling, grout the hole to land.
e.) Equipment to Collect Soil Samples - Equipment and materials that may be used to
collect soil samples include disposable plastic syringes and other “industry-standard”
equipment and materials that are contaminant-free. Non-disposable sampling
equipment must be decontaminated between each sample location.

Rev 4-08 13
Appendix C - Collecting Groundwater Samples
Groundwater samples are collected to identify, investigate, assess and monitor the concentration
of dissolved contaminant constituents. To properly assess groundwater contamination, first
install sampling points (monitoring wells, etc.) to collect groundwater samples and then perform
specific laboratory analyses. All monitoring wells should be constructed in accordance with 15A
NCAC 2C .0100 and sampled as outlined in this section. Groundwater monitoring is conducted
using one of two methods:

1. Portable Monitoring: Monitoring that is conducted using sampling equipment that is
discarded between sampling locations. Equipment used to collect a groundwater sample
from a well such as bailers, tubing, gloves, and etc. are disposed of after sample
collection. A new set of sampling equipment is used to collect a groundwater sample at
the next monitor well.

2. Dedicated Monitoring: Monitoring that utilizes permanently affixed down-well and well
head components that are capped after initial set-up. Most dedicated monitoring systems
are comprised of an in-well submersible bladder pump, with air supply and sample
discharge tubing, and an above-ground driver/controller for regulation of flow rates and
volumes. The pump and all tubing housed within the well should be composed of Teflon
or stainless steel components. This includes seals inside the pump, the pump body, and
fittings used to connect tubing to the pump. Because ground water will not be in contact
with incompatible constituents and because the well is sealed from the surface, virtually
no contamination is possible from intrinsic sources during sampling and between
sampling intervals. All dedicated monitoring systems must be approved by the Solid
Waste Section before installation.

Groundwater samples may be collected from a number of different configurations. Each
configuration is associated with a unique set of sampling equipment requirements and
techniques:

1. Wells without Plumbing: These wells require equipment to be brought to the well to
purge and sample unless dedicated equipment is placed in the well.

2. Wells with In-Place Plumbing: Wells with in-place plumbing do not require equipment
to be brought to the well to purge and sample. In-place plumbing is generally considered
permanent equipment routinely used for purposes other than purging and sampling, such
as for water supply.

3. Air Strippers or Remedial Systems: These types of systems are installed as remediation
devices.

Rev 4-08 14
Groundwater Sample Preparation
The type of sample containers used depends on the type of analysis performed. First,
determine the type(s) of contaminants expected and the proper analytical method(s). Be sure to
consult your selected laboratory for its specific needs and requirements prior to sampling.

Next, prepare the storage and transport containers (ice chest, etc.) before taking any samples so
that each sample can be placed in a chilled environment immediately after collection.

Use groundwater purging and sampling equipment constructed of only non-reactive, non-
leachable materials that are compatible with the environment and the selected analytes. In
selecting groundwater purging and sampling equipment, give consideration to the depth of the
well, the depth to groundwater, the volume of water to be evacuated, the sampling and purging
technique, and the analytes of interest. Additional supplies, such as reagents and preservatives,
may be necessary.

All sampling equipment (bailers, tubing, containers, etc.) must be selected based on its
chemical compatibility with the source being sampled (e.g., water supply well, monitoring well)
and the contaminants potentially present.

a.) Pumps - All pumps or pump tubing must be lowered and retrieved from the well
slowly and carefully to minimize disturbance to the formation water. This is
especially critical at the air/water interface.
1. Above-Ground Pumps
• Variable Speed Peristaltic Pump: Use a variable speed peristaltic
pump to purge groundwater from wells when the static water level
in the well is no greater than 20- 25 feet below land surface (BLS).
If the water levels are deeper than 18-20 feet BLS, the pumping
velocity will decrease. A variable speed peristaltic pump can be
used for normal purging and sampling, and sampling low
permeability aquifers or formations. Most analyte groups can be
sampled with a peristaltic pump if the tubing and pump
configurations are appropriate.
• Variable Speed Centrifugal Pump: A variable speed centrifugal
pump can be used to purge groundwater from 2-inch and larger
internal diameter wells. Do not use this type of pump to collect
groundwater samples. When purging is complete, do not allow the
water that remains in the tubing to fall back into the well. Install a
check valve at the end of the purge tubing.
2. Submersible Pumps
• Variable Speed Electric Submersible Pump: A variable speed
submersible pump can be used to purge and sample groundwater
from 2-inch and larger internal diameter wells. A variable speed
submersible pump can be used for normal purging and sampling,
and sampling low permeability aquifers or formations. The pump
housing, fittings, check valves and associated hardware must be
constructed of stainless steel. All other materials must be
Rev 4-08 15
compatible with the analytes of interest. Install a check valve at
the output side of the pump to prevent backflow. If purging and
sampling for organics, the entire length of the delivery tube must
be Teflon, polyethylene or polypropylene (PP) tubing; the
electrical cord must be sealed in Teflon, polyethylene or PP and
any cabling must be sealed in Teflon, polyethylene or PP, or be
constructed of stainless steel; and all interior components that
contact the sample water (impeller, seals, gaskets, etc.) must be
constructed of stainless steel or Teflon.
3. Variable Speed Bladder Pump: A variable speed, positive displacement,
bladder pump can be used to purge and sample groundwater from 3/4-inch
and larger internal diameter wells.
• A variable speed bladder pump can be used for normal purging and
sampling, and sampling low permeability aquifers or formations.
• The bladder pump system is composed of the pump, the
compressed air tubing, the water discharge tubing, the controller
and a compressor, or a compressed gas supply.
• The pump consists of a bladder and an exterior casing or pump
body that surrounds the bladder and two (2) check valves. These
parts can be composed of various materials, usually combinations
of polyvinyl chloride (PVC), Teflon, polyethylene, PP and
stainless steel. Other materials must be compatible with the
analytes of interest.
• If purging and sampling for organics, the pump body must be
constructed of stainless steel. The valves and bladder must be
Teflon, polyethylene or PP; the entire length of the delivery tube
must be Teflon, polyethylene or PP; and any cabling must be
sealed in Teflon, polyethylene or PP, or be constructed of stainless
steel.
• Permanently installed pumps may have a PVC pump body as long
as the pump remains in contact with the water in the well.
b.) Bailers
1. Purging: Bailers must be used with caution because improper bailing can
cause changes in the chemistry of the water due to aeration and loosening
particulate matter in the space around the well screen. Use a bailer if there
is non-aqueous phase liquid (free product) in the well or if non-aqueous
phase liquid is suspected to be in the well.
2. Sampling: Bailers must be used with caution.
3. Construction and Type: Bailers must be constructed of materials
compatible with the analytes of interest. Stainless steel, Teflon, rigid
medical grade PVC, polyethylene and PP bailers may be used to sample
all analytes. Use disposable bailers when sampling grossly contaminated
sample sources. NCDENR recommends using dual check valve bailers
when collecting samples. Use bailers with a controlled flow bottom to
collect volatile organic samples.
Rev 4-08 16
4. Contamination Prevention: Keep the bailer wrapped (foil, butcher paper,
etc.) until just before use. Use protective gloves to handle the bailer once
it is removed from its wrapping. Handle the bailer by the lanyard to
minimize contact with the bailer surface.
c.) Lanyards
1. Lanyards must be made of non-reactive, non-leachable material. They
may be cotton twine, nylon, stainless steel, or may be coated with Teflon,
polyethylene or PP.
2. Discard cotton twine, nylon, and non-stainless steel braided lanyards after
sampling each monitoring well.
3. Decontaminate stainless steel, coated Teflon, polyethylene and PP
lanyards between monitoring wells. They do not need to be
decontaminated between purging and sampling operations.

Water Level and Purge Volume Determination
The amount of water that must be purged from a well is determined by the volume of water
and/or field parameter stabilization.

a.) General Equipment Considerations - Selection of appropriate purging equipment
depends on the analytes of interest, the well diameter, transmissivity of the aquifer,
the depth to groundwater, and other site conditions.
1. Use of a pump to purge the well is recommended unless no other
equipment can be used or there is non-aqueous phase liquid in the well, or
non-aqueous phase liquid is suspected to be in the well.
2. Bailers must be used with caution because improper bailing:
• Introduces atmospheric oxygen, which may precipitate metals
(i.e., iron) or cause other changes in the chemistry of the water
in the sample (i.e., pH).
• Agitates groundwater, which may bias volatile and semi-
volatile organic analyses due to volatilization.
• Agitates the water in the aquifer and resuspends fine particulate
matter.
• Surges the well, loosening particulate matter in the annular
space around the well screen.
• May introduce dirt into the water column if the sides of the
casing wall are scraped.
NOTE: It is critical for bailers to be slowly and gently immersed into the top of the water
column, particularly during the final stages of purging. This minimizes turbidity and
disturbance of volatile organic constituents.
b.) Initial Inspection
1. Remove the well cover and remove all standing water around the top of
the well casing (manhole) before opening the well.
2. Inspect the exterior protective casing of the monitoring well for damage.
Document the results of the inspection if there is a problem.
3. It is recommended that you place a protective covering around the well
head. Replace the covering if it becomes soiled or ripped.
Rev 4-08 17
4. Inspect the well lock and determine whether the cap fits tightly. Replace
the cap if necessary.
c.) Water Level Measurements - Use an electronic probe or chalked tape to determine the
water level. Decontaminate all equipment before use. Measure the depth to
groundwater from the top of the well casing to the nearest 0.01 foot. Always measure
from the same reference point or survey mark on the well casing. Record the
measurement.
1. Electronic Probe: Decontaminate all equipment before use. Follow the
manufacturer’s instructions for use. Record the measurement.
2. Chalked Line Method: Decontaminate all equipment before use. Lower
chalked tape into the well until the lower end is in the water. This is
usually determined by the sound of the weight hitting the water. Record
the length of the tape relative to the reference point. Remove the tape and
note the length of the wetted portion. Record the length. Determine the
depth to water by subtracting the length of the wetted portion from the
total length. Record the result.
d.) Water Column Determination - To determine the length of the water column, subtract
the depth to the top of the water column from the total well depth (or gauged well
depth if silting has occurred). The total well depth depends on the well construction.
If gauged well depth is used due to silting, report total well depth also. Some wells
may be drilled in areas of sinkhole, karst formations or rock leaving an open
borehole. Attempt to find the total borehole depth in cases where there is an open
borehole below the cased portion.
e.) Well Water Volume - Calculate the total volume of water, in gallons, in the well
using the following equation:
V = (0.041)d x d x h
Where:
V = volume in gallons
d = well diameter in inches
h = height of the water column in feet
The total volume of water in the well may also be determined with the following
equation by using a casing volume per foot factor (Gallons per Foot of Water) for the
appropriate diameter well:
V = [Gallons per Foot of Water] x h
Where:
V = volume in gallons
h = height of the water column in feet
Record all measurements and calculations in the field records.
f.) Purging Equipment Volume - Calculate the total volume of the pump, associated
tubing and flow cell (if used), using the following equation:
V = p + ((0.041)d x d x l) + fc
Where:
V = volume in gallons
p = volume of pump in gallons
d = tubing diameter in inches
l = length of tubing in feet
Rev 4-08 18
fc = volume of flow cell in gallons
g.) If the groundwater elevation data are to be used to construct groundwater elevation
contour maps, all water level measurements must be taken within the same 24 hour
time interval when collecting samples from multiple wells on a site, unless a shorter
time period is required. If the site is tidally influenced, complete the water level
measurements within the time frame of an incoming or outgoing tide.

Well Purging Techniques
The selection of the purging technique and equipment is dependent on the hydrogeologic
properties of the aquifer, especially depth to groundwater and hydraulic conductivity.

a.) Measuring the Purge Volume - The volume of water that is removed during purging
must be recorded. Therefore, you must measure the volume during the purging
operation.
1. Collect the water in a graduated container and multiply the number of
times the container was emptied by the volume of the container, OR
2. Estimate the volume based on pumping rate. This technique may be used
only if the pumping rate is constant. Determine the pumping rate by
measuring the amount of water that is pumped for a fixed period of time,
or use a flow meter.
• Calculate the amount of water that is discharged per
minute: D = Measured Amount/Total Time In Minutes
• Calculate the time needed to purge one (1) well volume or
one (1) purging equipment volume: Time = V/D
Where: V = well volume or purging equipment volume
D = discharge rate
• Make new measurements each time the pumping rate is
changed.
3. Use a totalizing flow meter.
• Record the reading on the totalizer prior to purging.
• Record the reading on the totalizer at the end of purging.
• To obtain the volume purged, subtract the reading on the
totalizer prior to purging from the reading on the totalizer at
the end of purging.
• Record the times that purging begins and ends in the field
records.
b.) Purging Measurement Frequency - When purging a well that has the well screen fully
submerged and the pump or intake tubing is placed within the well casing above the
well screen or open hole, purge a minimum of one (1) well volume prior to collecting
measurements of the field parameters. Allow at least one quarter (1/4) well volume
to purge between subsequent measurements. When purging a well that has the pump
or intake tubing placed within a fully submerged well screen or open hole, purge until
the water level has stabilized (well recovery rate equals the purge rate), then purge a
minimum of one (1) volume of the pump, associated tubing and flow cell (if used)
prior to collecting measurements of the field parameters. Take measurements of the
field parameters no sooner than two (2) to three (3) minutes apart. Purge at least
Rev 4-08 19
three (3) volumes of the pump, associated tubing and flow cell, if used, prior to
collecting a sample. When purging a well that has a partially submerged well screen,
purge a minimum of one (1) well volume prior to collecting measurements of the
field parameters. Take measurements of the field parameters no sooner than two (2)
to three (3) minutes apart.
c.) Purging Completion - Wells must be adequately purged prior to sample collection to
ensure representation of the aquifer formation water, rather than stagnant well water.
This may be achieved by purging three volumes from the well or by satisfying any
one of the following three purge completion criteria:
1.) Three (3) consecutive measurements in which the three (3) parameters listed
below are within the stated limits, dissolved oxygen is no greater than 20
percent of saturation at the field measured temperature, and turbidity is no
greater than 20 Nephelometric Turbidity Units (NTUs).
• Temperature: + 0.2° C
• pH: + 0.2 Standard Units
• Specific Conductance: + 5.0% of reading
Document and report the following, as applicable. The last four items only
need to be submitted once:
• Purging rate.
• Drawdown in the well, if any.
• A description of the process and the data used to design the
well.
• The equipment and procedure used to install the well.
• The well development procedure.
• Pertinent lithologic or hydrogeologic information.
2.) If it is impossible to get dissolved oxygen at or below 20 percent of saturation
at the field measured temperature or turbidity at or below 20 NTUs, then three
(3) consecutive measurements of temperature, pH, specific conductance and
the parameter(s) dissolved oxygen and/or turbidity that do not meet the
requirements above must be within the limits below. The measurements are:
• Temperature: + 0.2° C
• pH: + 0.2 Standard Units
• Specific Conductance: + 5.0% of reading
• Dissolved Oxygen: + 0.2 mg/L or 10%, whichever is
greater
• Turbidity: + 5 NTUs or 10%, whichever is greater
Additionally, document and report the following, as applicable, except that
the last four(4) items only need to be submitted once:
• Purging rate.
• Drawdown in the well, if any.
• A description of conditions at the site that may cause the
dissolved oxygen to be high and/or dissolved oxygen
measurements made within the screened or open hole
portion of the well with a downhole dissolved oxygen
probe.
Rev 4-08 20
• A description of conditions at the site that may cause the
turbidity to be high and any procedures that will be used to
minimize turbidity in the future.
• A description of the process and the data used to design the
well.
• The equipment and procedure used to install the well.
• The well development procedure.
• Pertinent lithologic or hydrogeologic information.
3.) If after five (5) well volumes, three (3) consecutive measurements of the field
parameters temperature, pH, specific conductance, dissolved oxygen, and
turbidity are not within the limits stated above, check the instrument condition
and calibration, purging flow rate and all tubing connections to determine if
they might be affecting the ability to achieve stable measurements. It is at the
discretion of the consultant/contractor whether or not to collect a sample or to
continue purging. Further, the report in which the data are submitted must
include the following, as applicable. The last four (4) items only need to be
submitted once.
• Purging rate.
• Drawdown in the well, if any.
• A description of conditions at the site that may cause the
Dissolved Oxygen to be high and/or Dissolved Oxygen
measurements made within the screened or open hole
portion of the well with a downhole dissolved oxygen
probe.
• A description of conditions at the site that may cause the
turbidity to be high and any procedures that will be used to
minimize turbidity in the future.
• A description of the process and the data used to design the
well.
• The equipment and procedure used to install the well.
• The well development procedure.
• Pertinent lithologic or hydrogeologic information.
If wells have previously and consistently purged dry, and the current depth to
groundwater indicates that the well will purge dry during the current sampling
event, minimize the amount of water removed from the well by using the same
pump to purge and collect the sample:
• Place the pump or tubing intake within the well screened
interval.
• Use very small diameter Teflon, polyethylene or PP tubing
and the smallest possible pump chamber volume. This will
minimize the total volume of water pumped from the well
and reduce drawdown.
• Select tubing that is thick enough to minimize oxygen
transfer through the tubing walls while pumping.
Rev 4-08 21
• Pump at the lowest possible rate (100 mL/minute or less) to
reduce drawdown to a minimum.
• Purge at least two (2) volumes of the pumping system
(pump, tubing and flow cell, if used).
• Measure pH, specific conductance, temperature, dissolved
oxygen and turbidity, then begin to collect the samples.
Collect samples immediately after purging is complete. The time period between
completing the purge and sampling cannot exceed six hours. If sample collection
does not occur within one hour of purging completion, re-measure the five field
parameters: temperature, pH, specific conductance, dissolved oxygen and turbidity,
just prior to collecting the sample. If the measured values are not within 10 percent
of the previous measurements, re-purge the well. The exception is “dry” wells.
d.) Lanyards
1. Securely fasten lanyards, if used, to any downhole equipment (bailers,
pumps, etc.).
2. Use bailer lanyards in such a way that they do not touch the ground
surface.

Wells Without Plumbing
a.) Tubing/Pump Placement
1. If attempting to minimize the volume of purge water, position the intake
hose or pump at the midpoint of the screened or open hole interval.
2. If monitoring well conditions do not allow minimizing of the purge water
volume, position the pump or intake hose near the top of the water
column. This will ensure that all stagnant water in the casing is removed.
3. If the well screen or borehole is partially submerged, and the pump will be
used for both purging and sampling, position the pump midway between
the measured water level and the bottom of the screen. Otherwise,
position the pump or intake hose near the top of the water column.
b.) Non-dedicated (portable) pumps
1. Variable Speed Peristaltic Pump
• Wear sampling gloves to position the decontaminated
pump and tubing.
• Attach a short section of tubing to the discharge side of the
pump and into a graduated container.
• Attach one end of a length of new or precleaned tubing to
the pump head flexible hose.
• Place the tubing as described in one of the options listed
above.
• Change gloves before beginning to purge.
• Measure the depth to groundwater at frequent intervals.
• Record these measurements.
• Adjust the purging rate so that it is equivalent to the well
recovery rate to minimize drawdown.
Rev 4-08 22
• If the purging rate exceeds the well recovery rate, reduce
the pumping rate to balance the withdrawal rate with the
recharge rate.
• If the water table continues to drop during pumping, lower
the tubing at the approximate rate of drawdown so that
water is removed from the top of the water column.
• Record the purging rate each time the rate changes.
• Measure the purge volume.
• Record this measurement.
• Decontaminate the pump and tubing between wells (see
Appendix C) or if precleaned tubing is used for each well,
only the pump.
2. Variable Speed Centrifugal Pump
• Position fuel powered equipment downwind and at least 10
feet from the well head. Make sure that the exhaust faces
downwind.
• Wear sampling gloves to position the decontaminated
pump and tubing.
• Place the decontaminated suction hose so that water is
always pumped from the top of the water column.
• Change gloves before beginning to purge.
• Equip the suction hose with a foot valve to prevent purge
water from re-entering the well.
• Measure the depth to groundwater at frequent intervals.
• Record these measurements.
• To minimize drawdown, adjust the purging rate so that it is
equivalent to the well recovery rate.
• If the purging rate exceeds the well recovery rate, reduce
the pumping rate to balance the withdrawal rate with the
recharge rate.
• If the water table continues to drop during pumping, lower
the tubing at the approximate rate of drawdown so that the
water is removed from the top of the water column.
• Record the purging rate each time the rate changes.
• Measure the purge volume.
• Record this measurement.
• Decontaminate the pump and tubing between wells or if
precleaned tubing is used for each well, only the pump.
3. Variable Speed Electric Submersible Pump
• Position fuel powered equipment downwind and at least 10
feet from the well head. Make sure that the exhaust faces
downwind.
• Wear sampling gloves to position the decontaminated
pump and tubing.
• Carefully position the decontaminated pump.
Rev 4-08 23
• Change gloves before beginning to purge.
• Measure the depth to groundwater at frequent intervals.
• Record these measurements.
• To minimize drawdown, adjust the purging rate so that it is
equivalent to the well recovery rate.
• If the purging rate exceeds the well recovery rate, reduce
the pumping rate to balance the withdrawal rate with the
recharge rate.
• If the water table continues to drop during pumping, lower
the tubing or pump at the approximate rate of drawdown so
that water is removed from the top of the water column.
• Record the purging rate each time the rate changes.
• Measure the purge volume.
• Record this measurement.
• Decontaminate the pump and tubing between wells or only
the pump if precleaned tubing is used for each well.
4. Variable Speed Bladder Pump
• Position fuel powered equipment downwind and at least 10
feet from the well head. Make sure that the exhaust faces
downwind.
• Wear sampling gloves to position the decontaminated
pump and tubing.
• Attach the tubing and carefully position the pump.
• Change gloves before beginning purging.
• Measure the depth to groundwater at frequent intervals.
• Record these measurements.
• To minimize drawdown, adjust the purging rate so that it is
equivalent to the well recovery rate.
• If the purging rate exceeds the well recovery rate, reduce
the pumping rate to balance the withdrawal rate with the
recharge rate.
• If the water table continues to drop during pumping, lower
the tubing or pump at the approximate rate of drawdown so
that water is removed from the top of the water column.
• Record the purging rate each time the rate changes.
• Measure the purge volume.
• Record this measurement.
• Decontaminate the pump and tubing between wells or if
precleaned tubing is used for each well, only the pump.
c.) Dedicated Portable Pumps
1. Variable Speed Electric Submersible Pump
• Position fuel powered equipment downwind and at least 10
feet from the well head. Make sure that the exhaust faces
downwind.
• Wear sampling gloves.
Rev 4-08 24
• Measure the depth to groundwater at frequent intervals.
• Record these measurements.
• Adjust the purging rate so that it is equivalent to the well
recovery rate to minimize drawdown.
• If the purging rate exceeds the well recovery rate, reduce
the pumping rate to balance the withdraw with the recharge
rate.
• Record the purging rate each time the rate changes.
• Measure the purge volume.
• Record this measurement.
2. Variable Speed Bladder Pump
• Position fuel powered equipment downwind and at least 10
feet from the well head. Make sure that the exhaust faces
downwind.
• Wear sampling gloves.
• Measure the depth to groundwater at frequent intervals.
• Record these measurements.
• Adjust the purging rate so that it is equivalent to the well
recovery rate to minimize drawdown.
• If the purging rate exceeds the well recovery rate, reduce
the pumping rate to balance the withdraw with the recharge
rate.
• Record the purging rate each time the rate changes.
• Measure the purge volume.
• Record this measurement.
3. Bailers - Using bailers for purging is not recommended unless care is
taken to use proper bailing technique, or if free product is present in the
well or suspected to be in the well.
• Minimize handling the bailer as much as possible.
• Wear sampling gloves.
• Remove the bailer from its protective wrapping just before
use.
• Attach a lanyard of appropriate material.
• Use the lanyard to move and position the bailer.
• Lower and retrieve the bailer slowly and smoothly.
• Lower the bailer carefully into the well to a depth
approximately a foot above the water column.
• When the bailer is in position, lower the bailer into the
water column at a rate of 2 cm/sec until the desired depth is
reached.
• Do not lower the top of the bailer more than one (1) foot
below the top of the water table so that water is removed
from the top of the water column.
• Allow time for the bailer to fill with aquifer water as it
descends into the water column.
Rev 4-08 25
• Carefully raise the bailer. Retrieve the bailer at the same
rate of 2 cm/sec until the bottom of the bailer has cleared to
top of the water column.
• Measure the purge volume.
• Record the volume of the bailer.
• Continue to carefully lower and retrieve the bailer as
described above until the purging is considered complete,
based on either the removal of 3 well volumes.
• Remove at least one (1) well volume before collecting
measurements of the field parameters. Take each
subsequent set of measurements after removing at least one
quarter (1/4) well volume between measurements.

Groundwater Sampling Techniques
a.) Purge wells.
b.) Replace protective covering around the well if it is soiled or torn after completing
purging operations.
c.) Equipment Considerations
1. The following pumps are approved to collect volatile organic samples:
• Stainless steel and Teflon variable speed submersible
pumps
• Stainless steel and Teflon or polyethylene variable speed
bladder pumps
• Permanently installed PVC bodied pumps (As long as the
pump remains in contact with the water in the well at all
times)
2. Collect sample from the sampling device and store in sample container.
Do not use intermediate containers.
3. To avoid contamination or loss of analytes from the sample, handle
sampling equipment as little as possible and minimize equipment exposure
to the sample.
4. To reduce chances of cross-contamination, use dedicated equipment
whenever possible. “Dedicated” is defined as equipment that is to be used
solely for one location for the life of that equipment (e.g., permanently
mounted pump). Purchase dedicated equipment with the most sensitive
analyte of interest in mind.
• Clean or make sure dedicated pumps are clean before
installation. They do not need to be cleaned prior to each
use, but must be cleaned if they are withdrawn for repair or
servicing.
• Clean or make sure any permanently mounted tubing is
clean before installation.
• Change or clean tubing when the pump is withdrawn for
servicing.
• Clean any replaceable or temporary parts.
Rev 4-08 26
• Collect equipment blanks on dedicated pumping systems
when the tubing is cleaned or replaced.
• Clean or make sure dedicated bailers are clean before
placing them into the well.
• Collect an equipment blank on dedicated bailers before
introducing them into the water column.
• Suspend dedicated bailers above the water column if they
are stored in the well.

Sampling Wells Without Plumbing
a.) Sampling with Pumps – The following pumps may be used to sample for organics:
• Peristaltic pumps
• Stainless steel, Teflon or polyethylene bladder pumps
• Variable speed stainless steel and Teflon submersible
pumps
1. Peristaltic Pump
• Volatile Organics: One of three methods may be used.
ƒ Remove the drop tubing from the inlet side
of the pump; submerge the drop tubing into
the water column; prevent the water in the
tubing from flowing back into the well;
remove the drop tubing from the well;
carefully allow the groundwater to drain into
the sample vials; avoid turbulence; do not
aerate the sample; repeat steps until enough
vials are filled. OR
ƒ Use the pump to fill the drop tubing; quickly
remove the tubing from the pump; prevent
the water in the tubing from flowing back
into the well; remove the drop tubing from
the well; carefully allow the groundwater to
drain into the sample vials; avoid
turbulence; do not aerate the sample; repeat
steps until enough vials are filled. OR
ƒ Use the pump to fill the drop tubing;
withdraw the tubing from the well; reverse
the flow on the peristaltic pumps to deliver
the sample into the vials at a slow, steady
rate; repeat steps until enough vials are
filled.
• Extractable Organics: If delivery tubing is not
polyethylene or PP, or is not Teflon lined, use pump and
vacuum trap method. Connect the outflow tubing from the
container to the influent side of the peristaltic pump. Turn
pump on and reduce flow until smooth and even. Discard a
Rev 4-08 27
small portion of the sample to allow for air space. Preserve
(if required), label, and complete field notes.
• Inorganic samples: These samples may be collected from
the effluent tubing. If samples are collected from the
pump, decontaminate all tubing (including the tubing in the
head) or change it between wells. Preserve (if required),
label, and complete field notes.
2. Variable Speed Bladder Pump
• If sampling for organics, the pump body must be
constructed of stainless steel and the valves and bladder
must be Teflon. All tubing must be Teflon, polyethylene,
or PP and any cabling must be sealed in Teflon,
polyethylene or PP, or made of stainless steel.
• After purging to a smooth even flow, reduce the flow rate.
• When sampling for volatile organic compounds, reduce the
flow rate to 100-200mL/minute, if possible.
3. Variable Speed Submersible Pump
• The housing must be stainless steel.
• If sampling for organics, the internal impellers, seals and
gaskets must be constructed of stainless steel, Teflon,
polyethylene or PP. The delivery tubing must be Teflon,
polyethylene or PP; the electrical cord must be sealed in
Teflon; any cabling must be sealed in Teflon or constructed
of stainless steel.
• After purging to a smooth even flow, reduce the flow rate.
• When sampling for volatile organic compounds, reduce the
flow rate to 100-200mL/minute, if possible.
b.) Sampling with Bailers - A high degree of skill and coordination are necessary to
collect representative samples with a bailer.
1. General Considerations
• Minimize handling of bailer as much as possible.
• Wear sampling gloves.
• Remove bailer from protective wrapping just before use.
• Attach a lanyard of appropriate material.
• Use the lanyard to move and position the bailers.
• Do not allow bailer or lanyard to touch the ground.
• If bailer is certified precleaned, no rinsing is necessary.
• If both a pump and a bailer are to be used to collect
samples, rinse the exterior and interior of the bailer with
sample water from the pump before removing the pump.
• If the purge pump is not appropriate for collecting samples
(e.g., non-inert components), rinse the bailer by collecting a
single bailer of the groundwater to be sampled.
• Discard the water appropriately.
Rev 4-08 28
• Do not rinse the bailer if Oil and Grease samples are to be
collected.
2. Bailing Technique
• Collect all samples that are required to be collected with a
pump before collecting samples with the bailer.
• Raise and lower the bailer gently to minimize stirring up
particulate matter in the well and the water column, which
can increase sample turbidity.
• Lower the bailer carefully into the well to a depth
approximately a foot above the water column. When the
bailer is in position, lower the bailer into the water column
at a rate of 2 cm/sec until the desired depth is reached.
• Do not lower the top of the bailer more than one foot below
the top of the water table, so that water is removed from the
top of the water column.
• Allow time for the bailer to fill with aquifer water as it
descends into the water column.
• Do not allow the bailer to touch the bottom of the well or
particulate matter will be incorporated into the sample.
Carefully raise the bailer. Retrieve the bailer at the
same rate of 2 cm/sec until the bottom of the bailer has
cleared to top of the water column.
• Lower the bailer to approximately the same depth each
time.
• Collect the sample. Install a device to control the flow
from the bottom of the bailer and discard the first few
inches of water. Fill the appropriate sample containers by
allowing the sample to slowly flow down the side of the
container. Discard the last few inches of water in the
bailer.
• Repeat steps for additional samples.
• As a final step measure the DO, pH, temperature, turbidity
and specific conductance after the final sample has been
collected. Record all measurements and note the time
that sampling was completed.
c.) Sampling Low Permeability Aquifers or Wells that have Purged Dry
1. Collect the sample(s) after the well has been purged. Minimize the amount
of water removed from the well by using the same pump to purge and
collect the sample. If the well has purged dry, collect samples as soon as
sufficient sample water is available.
2. Measure the five field parameters temperature, pH, specific conductance,
dissolved oxygen and turbidity at the time of sample collection.
3. Advise the analytical laboratory and the client that the usual amount of
sample for analysis may not be available.

Rev 4-08 29
Appendix D - Collecting Samples from Wells with
Plumbing in Place
In-place plumbing is generally considered permanent equipment routinely used for purposes
other than purging and sampling, such as for water supply.

a.) Air Strippers or Remedial Systems - These types of systems are installed as
remediation devices. Collect influent and effluent samples from air stripping units as
described below.
1. Remove any tubing from the sampling port and flush for one to two
minutes.
2. Remove all hoses, aerators and filters (if possible).
3. Open the spigot and purge sufficient volume to flush the spigot and lines
and until the purging completion criteria have been met.
4. Reduce the flow rate to approximately 500 mL/minute (a 1/8” stream) or
approximately 0.1 gal/minute before collecting samples.
5. Follow procedures for collecting samples from water supply wells as
outlined below.
b.) Water Supply Wells – Water supply wells with in-place plumbing do not require
equipment to be brought to the well to purge and sample. Water supply wells at UST
facilities must be sampled for volatile organic compounds (VOCs) and semivolatile
compounds (SVOCs).
1. Procedures for Sampling Water Supply Wells
• Label sample containers prior to sample collection.
• Prepare the storage and transport containers (ice chest, etc.)
before taking any samples so each collected sample can be
placed in a chilled environment immediately after
collection.
• You must choose the tap closest to the well, preferably at
the wellhead. The tap must be before any holding or
pressurization tank, water softener, ion exchange,
disinfection process or before the water line enters the
residence, office or building. If no tap fits the above
conditions, a new tap that does must be installed.
• The well pump must not be lubricated with oil, as that may
contaminate the samples.
• The sampling tap must be protected from exterior
contamination associated with being too close to a sink
bottom or to the ground. If the tap is too close to the
ground for direct collection into the appropriate container,
it is acceptable to use a smaller (clean) container to transfer
the sample to a larger container.
• Leaking taps that allow water to discharge from around the
valve stem handle and down the outside of the faucet, or
taps in which water tends to run up on the outside of the lip,
are to be avoided as sampling locations.
Rev 4-08 30
• Disconnect any hoses, filters, or aerators attached to the tap
before sampling.
• Do not sample from a tap close to a gas pump. The gas
fumes could contaminate the sample.
2. Collecting Volatile Organic Samples
• Equipment Needed: VOC sample vials [40 milliliters,
glass, may contain 3 to 4 drops of hydrochloric acid (HCl)
as preservative]; Disposable gloves and protective goggles;
Ice chest/cooler; Ice; Packing materials (sealable plastic
bags, bubble wrap, etc.); and Lab forms.
• Sampling Procedure: Run water from the well for at least
15 minutes. If the well is deep, run water longer (purging
three well volumes is best). If tap or spigot is located
directly before a holding tank, open a tap after the holding
tank to prevent any backflow into the tap where you will
take your sample. This will ensure that the water you
collect is “fresh” from the well and not from the holding
tank. After running the water for at least 15 minutes,
reduce the flow of water. The flow should be reduced to a
trickle but not so slow that it begins to drip. A smooth flow
of water will make collection easier and more accurate.
Remove the cap of a VOC vial and hold the vial under the
stream of water to fill it. Be careful not to spill any acid
that is in the vial. For best results use a low flow of water
and angle the vial slightly so that the water runs down the
inside of the vial. This will help keep the sample from
being agitated, aerated or splashed out of the vial. It will
also increase the accuracy of the sample. As the vial fills
and is almost full, turn the vial until it is straight up and
down so the water won’t spill out. Fill the vial until the
water is just about to spill over the lip of the vial. The
surface of the water sample should become mounded. It is
a good idea not to overfill the vial, especially if an acid
preservative is present in the vial. Carefully replace and
screw the cap onto the vial. Some water may overflow as
the cap is put on. After the cap is secure, turn the vial
upside down and gently tap the vial to see if any bubbles
are present. If bubbles are present in the vial, remove the
cap, add more water and check again to see if bubbles are
present. Repeat as necessary. After two samples without
bubbles have been collected, the samples should be labeled
and prepared for shipment. Store samples at 4° C.

Rev 4-08 31
3. Collecting Extractable Organic and/or Metals Samples
• Equipment Needed: SVOC sample bottle [1 liter, amber
glass] and/or Metals sample bottle [0.5 liter, polyethylene
or glass, 5 milliliters of nitric acid (HNO3) preservative];
Disposable gloves and protective goggles; Ice
Chest/Cooler; Ice; Packing materials (sealable plastic bags,
bubble wrap, etc.); and Lab forms.
• Sampling Procedure: Run water from the well for at least
15 minutes. If the well is deep, run the water longer
(purging three well volumes is best). If tap or spigot is
located directly before a holding tank, open a tap after the
holding tank to prevent any backflow into the tap where
you will take your sample. This will ensure that the water
you collect is “fresh” from the well and not from the
holding tank. After running the water for at least 15
minutes, reduce the flow. Low water flow makes
collection easier and more accurate. Remove the cap of a
SVOC or metals bottle and hold it under the stream of
water to fill it. The bottle does not have to be completely
filled (i.e., you can leave an inch or so of headspace in the
bottle). After filling, screw on the cap, label the bottle and
prepare for shipment. Store samples at 4° C.

Rev 4-08 32
Appendix E - Collecting Surface Water Samples
The following topics include 1.) acceptable equipment selection and equipment construction
materials and 2.) standard grab, depth-specific and depth-composited surface water sampling
techniques.

Facilities which contain or border small rivers, streams or branches should include surface water
sampling as part of the monitoring program for each sampling event. A simple procedure for
selecting surface water monitoring sites is to locate a point on a stream where drainage leaves the
site. This provides detection of contamination through, and possibly downstream of, site via
discharge of surface waters. The sampling points selected should be downstream from any waste
areas. An upstream sample should be obtained in order to determine water quality upstream of
the influence of the site.

a.) General Cautions
1. When using watercraft take samples near the bow away and upwind from
any gasoline outboard engine. Orient watercraft so that bow is positioned
in the upstream direction.
2. When wading, collect samples upstream from the body. Avoid disturbing
sediments in the immediate area of sample collection.
3. Collect water samples prior to taking sediment samples when obtaining
both from the same area (site).
4. Unless dictated by permit, program or order, sampling at or near man-
made structures (e.g., dams, weirs or bridges) may not provide
representative data because of unnatural flow patterns.
5. Collect surface water samples from downstream towards upstream.
b.) Equipment and Supplies - Select equipment based on the analytes of interest, specific
use, and availability.
c.) Surface Water Sampling Techniques - Adhere to all general protocols applicable to
aqueous sampling when following the surface water sampling procedures addressed
below.
1. Manual Sampling: Use manual sampling for collecting grab samples for
immediate in-situ field analyses. Use manual sampling in lieu of
automatic equipment over extended periods of time for composite
sampling, especially when it is necessary to observe and/or note unusual
conditions.
• Surface Grab Samples - Do not use sample containers containing
premeasured amounts of preservatives to collect grab samples. If
the sample matrix is homogeneous, then the grab method is a
simple and effective technique for collection purposes. If
homogeneity is not apparent, based on flow or vertical variations
(and should never be assumed), then use other collection protocols.
Where practical, use the actual sample container submitted to the
laboratory for collecting samples to be analyzed for oil and grease,
volatile organic compounds (VOCs), and microbiological samples.
This procedure eliminates the possibility of contaminating the
sample with an intermediate collection container. The use of
Rev 4-08 33
unpreserved sample containers as direct grab samplers is
encouraged since the same container can be submitted for
laboratory analysis after appropriate preservation. This procedure
reduces sample handling and eliminates potential contamination
from other sources (e.g., additional sampling equipment,
environment, etc.).
1. Grab directly into sample container.
2. Slowly submerge the container, opening neck first, into the
water.
3. Invert the bottle so the neck is upright and pointing towards
the direction of water flow (if applicable). Allow water to
run slowly into the container until filled.
4. Return the filled container quickly to the surface.
5. Pour out a few mL of sample away from and downstream
of the sampling location. This procedure allows for the
addition of preservatives and sample expansion. Do not
use this step for volatile organics or other analytes where
headspace is not allowed in the sample container.
6. Add preservatives, securely cap container, label, and
complete field notes. If sample containers are attached to a
pole via a clamp, submerge the container and follow steps 3
– 5 but omit steps 1 and 2.
• Sampling with an Intermediate Vessel or Container: If the sample
cannot be collected directly into the sample container to be
submitted to the laboratory, or if the laboratory provides
prepreserved sample containers, use an unpreserved sample
container or an intermediate vessel (e.g., beakers, buckets or
dippers) to obtain the sample. These vessels must be constructed
appropriately, including any poles or extension arms used to access
the sample location.
1. Rinse the intermediate vessel with ample amounts of site
water prior to collecting the first sample.
2. Collect the sample as outlined above using the intermediate
vessel.
3. Use pole mounted containers of appropriate construction to
sample at distances away from shore, boat, etc. Follow the
protocols above to collect samples.
• Peristaltic Pump and Tubing: The most portable pump for this
technique is a 12 volt peristaltic pump. Use appropriately
precleaned, silastic tubing in the pump head and attach
polyethylene, Tygon, etc. tubing to the pump. This technique is
not acceptable for Oil and Grease, EPH, VPH or VOCs.
Extractable organics can be collected through the pump if flexible
interior-wall Teflon, polyethylene or PP tubing is used in the pump
head or if used with the organic trap setup.
Rev 4-08 34
1. Lower appropriately precleaned tubing to a depth of 6 – 12
inches below water surface, where possible.
2. Pump 3 – 5 tube volumes through the system to acclimate
the tubing before collecting the first sample.
3. Fill individual sample bottles via the discharge tubing. Be
careful not to remove the inlet tubing from the water.
4. Add preservatives, securely cap container, label, and
complete field notes.
• Mid-Depth Grab Samples: Mid-depth samples or samples taken at
a specific depth can approximate the conditions throughout the
entire water column. The equipment that may be used for this type
of sampling consists of the following depth-specific sampling
devices: Kemmerer, Niskin, Van Dorn type, etc. You may also
use pumps with tubing or double check-valve bailers. Certain
construction material details may preclude its use for certain
analytes. Many Kemmerer samplers are constructed of plastic and
rubber that preclude their use for all volatile and extractable
organic sampling. Some newer devices are constructed of stainless
steel or are all Teflon or Teflon-coated. These are acceptable for
all analyte groups without restriction.
1. Measure the water column to determine maximum depth
and sampling depth prior to lowering the sampling device.
2. Mark the line attached to the sampler with depth
increments so that the sampling depth can be accurately
recorded.
3. Lower the sampler slowly to the appropriate sampling
depth, taking care not to disturb the sediments.
4. At the desired depth, send the messenger weight down to
trip the closure mechanism.
5. Retrieve the sampler slowly.
6. Rinse the sampling device with ample amounts of site
water prior to collecting the first sample. Discard rinsate
away from and downstream of the sampling location.
7. Fill the individual sample bottles via the discharge tube.
• Double Check-Valve Bailers: Collect samples using double check-
valve bailers if the data requirements do not necessitate a sample
from a strictly discrete interval of the water column. Bailers with
an upper and lower check-valve can be lowered through the water
column. Water will continually be displaced through the bailer
until the desired depth is reached, at which point the bailer is
retrieved. Sampling with this type of bailer must follow the same
protocols outlined above, except that a messenger weight is not
applicable. Although not designed specifically for this kind of
sampling, a bailer is acceptable when a mid-depth sample is
required
Rev 4-08 35
1. As the bailer is dropped through the water column, water is
displaced through the body of the bailer. The degree of
displacement depends upon the check-valve ball movement
to allow water to flow freely through the bailer body.
2. Slowly lower the bailer to the appropriate depth. Upon
retrieval, the two check valves seat, preventing water from
escaping or entering the bailer.
3. Rinse the sampling device with ample amounts of site
water prior to collecting the first sample.
4. Fill the individual sample bottles via the discharge tube.
Sample bottles must be handled as described above.
• Peristaltic Pump and Tubing: The most portable pump for this
technique is a 12 volt peristaltic pump. Use appropriately
precleaned, silastic tubing in the pump head and attach HDPE,
Tygon, etc. tubing to the pump. This technique is not acceptable
for Oil and Grease, EPH, VPH or VOCs. Extractable organics can
be collected through the pump if flexible interior-wall Teflon,
polyethylene or PP tubing is used in the pump head, or if used with
an organic trap setup.
1. Measure the water column to determine the maximum
depth and the sampling depth.
2. Tubing will need to be tied to a stiff pole or be weighted
down so the tubing placement will be secure. Do not use a
lead weight. Any dense, non-contaminating, non-
interfering material will work (brick, stainless steel weight,
etc.). Tie the weight with a lanyard (braided or
monofilament nylon, etc.) so that it is located below the
inlet of the tubing.
3. Turn the pump on and allow several tubing volumes of
water to be discharged before collecting the first sample.
4. Fill the individual sample bottles via the discharge tube.
Sample bottles must be handled as described above.

Rev 4-08 36

Attachment 3
New Guidelines for the Submittal of Environmental
Monitoring Data

Solid Waste Section Memorandum, October 27, 2006

North Carolina Department of Environment and Natural Resources
Dexter R. Matthews, Director Division of Waste Management Michael F. Easley, Governor
William G. Ross Jr., Secretary
1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone: [phone] \ FAX: [phone] \ Internet http://wastenotnc.org
An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
October 27, 2006

To: SW Director/County Manager/Consultant/Laboratory
From: NC DENR-DWM, Solid Waste Section

Re: New Guidelines for Electronic Submittal of Environmental Monitoring Data

The Solid Waste Section receives and reviews a wide variety of environmental monitoring data from permitted solid waste management facilities, including the results from groundwater and surface water analyses, leachate
samples, methane gas readings, potentiometric measurements, and corrective action data. We are in the process
of developing a database to capture the large volume of data submitted by facilities.

To maintain the integrity of the database, it is critical that facilities, consultants, and laboratories work with the Solid Waste Section to ensure that environmental samples are collected and analyzed properly with the resulting
data transferred to the Solid Waste Section in an accurate manner.

In order to better serve the public and to expedite our review process, the Solid Waste Section is requesting
specific formatting for environmental monitoring data submittals for all solid waste management facilities.
Effective, December 1, 2006, please submit a Solid Waste Environmental Monitoring Data Form in
addition to your environmental monitoring data report. This form will be sent in lieu of your current cover
letter to the Solid Waste Section. The Solid Waste Environmental Monitoring Data Form must be filled out
completely, signed, and stamped with a Board Certified North Carolina Geologist License Seal.
The solid waste environmental monitoring data form will include the following:
1. Contact Information
2. Facility Name
3. Facility Permit Number 4. Facility Address
5. Monitoring Event Date (MM/DD/YYYY)
6. Water Quality Status: Monitoring, Detection Monitoring, or Assessment Monitoring
7. Type of Data Submitted: Groundwater Monitoring Wells, Groundwater Potable Wells, Leachate,
Methane Gas, or Corrective Action Data 8. Notification of Exceedance of Groundwater, Surface Water, or Methane Gas (in table form)
9. Signature
10. North Carolina Geologist Seal
Page 2 of 2

Most of these criteria are already being included or can be added with little effort. The Solid Waste
Environmental Monitoring Data Form can be downloaded from our website: http://www.wastenotnc.org/swhome/enviro_monitoring.asp.

The Solid Waste Section is also requesting a new format for monitoring wells, potable wells, surface water
sampling locations, and methane probes. This format is essential in the development and maintenance of the
database. The Solid Waste Section is requesting that each sampling location at all North Carolina solid waste management facilities have its own unique identification number. We are simply asking for the permit number
to be placed directly in front of the sampling location number (example: 9901-MW1 = Permit Number 99-01
and Monitoring Well MW-1). No changes will need to be made to the well tags, etc. This unique identification
system will enable us to accurately report data not only to NCDENR, but to the public as well. We understand
that this new identification system will take some time to implement, but we feel that this will be beneficial to everyone involved in the long term.

Additionally, effective December 1, 2006, the Practical Quantitation Limits (PQLs) established in 1994
will change. The Solid Waste Section is requiring that all solid waste management facilities use the new Solid
Waste Reporting Limits (SWRL) for all groundwater analyses by a North Carolina Certified Laboratory. Laboratories must also report any detection of a constituent even it is detected below the new SWRL (e.g., J
values where the constituent was detected above the detection limit, but below the quantitation limit).

PQLs are technology-based analytical levels that are considered achievable using the referenced analytical
method. The PQL is considered the lowest concentration of a contaminant that the lab can accurately detect and quantify. PQLs provided consistency and available numbers that were achievable by the given analytical
method. However, PQLs are not health-based, and analytical instruments have improved over the years
resulting in lower achievable PQLs for many of the constituents. As a result, the Solid Waste Section has
established the SWRLs as the new reporting limits eliminating the use of the PQLs.
We would also like to take this opportunity to encourage electronic submittal of the reports. This option is
intended to save resources for both the public and private sectors. The Solid Waste Section will accept the
entire report including narrative text, figures, tables, and maps on CD-ROM. The CD-ROM submittal shall
contain a CD-ROM case and both CD-ROM and the case shall be labeled with the site name, site address,
permit number, and the monitoring event date (MM/DD/YYYY). The files may be a .pdf, .txt, .csv, .xls, or .doc type. Also, analytical lab data should be reported in an .xls file. We have a template for analytical lab data
available on the web at the address listed above.

If you have any questions or concerns, please call [phone]. Thank you for your anticipated cooperation
in this matter.

Attachment 4
Environmental Monitoring Data Form

Attachment 5
February 23, 2007 Addendum to the
October 27, 2006 Memorandum

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] \ FAX [phone] \ Internet http://wastenotnc.org

An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
1

North Carolina Department of Environment and Natural Resources
Dexter R. Matthews, Director Division of Waste Management Michael F. Easley, Governor William G. Ross Jr., Secretary February 23, 2007
EMORANDUM

M
o: Solid Waste Directors, Landfill Operators, North Carolina Certified Laboratories, and Consultants
rom: North Carolina Division of Waste Management, Solid Waste Section
Re: ste Section Memorandum Regarding New
Guidelines for Electronic Submittal of Environmental Data.

arolina Solid Waste Section memo titled, “New Guidelines for Electronic Submittal of Environmental Data.”
adily available laboratory analytical methodology and current health-based groundwater protection standards.
efinitions

T

F
Addendum to October 27, 2006, North Carolina Solid Wa

The purpose of this addendum memorandum is to provide further clarification to the October 27, 2006, North
C
The updated guidelines is in large part due to questions and concerns from laboratories, consultants, and the
regulated community regarding the detection of constituents in groundwater at levels below the previous
practical quantitation limits (PQLs). The North Carolina Solid Waste Section solicited feedback from the
regulated community, and, in conjunction with the regulated community, developed new limits. The primary purpose of these changes was to improve the protection of public health and the environment. The North
Carolina Solid Waste Section is concerned about analytical data at these low levels because the earliest possible
detection of toxic or potentially carcinogenic chemicals in the environment is paramount in the North Carolina
Solid Waste Section’s mission to protect human health and the environment. Low level analytical data are
critical for making the correct choices when designing site remediation strategies, alerting the public to health threats, and protecting the environment from toxic contaminants. The revised limits were updated based on
re

D
s are also an attempt to clarify the meaning of these
rms as used by the North Carolina Solid Waste Section.
e that can be measured and
ported with 99% confidence that the analyte concentration is greater than zero.
is the minimum concentration of a target analyte that can be accurately determined by the referenced method.
Many definitions relating to detection limits and quantitation limits are used in the literature and by government
agencies, and commonly accepted procedures for calculating these limits exist. Except for the Solid Waste
Section Limit and the North Carolina 2L Standards, the definitions listed below are referenced from the
Environmental Protection Agency (EPA). The definition
te
Method Detection Limit (MDL) is the minimum concentration of a substanc
re

Method Reporting Limit or Method Quantitation Limit (MRL or MQL)

Practical Quantitation Limit (PQL) is a quantitation limit that represents a practical and routinely achievable
quantitation limit with a high degree of certainty (>99.9% confidence) in the results. Per EPA Publication
Number SW-846, the PQL is the lowest concentration that can be reliably measured within specified limits of precision and accuracy for a specific laboratory analytical method during routine laboratory operating
conditions in accordance with "Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods. The
PQL appears in

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] \ FAX [phone] \ Internet http://wastenotnc.org

An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
2
older NCDENR literature; however, it is no longer being used by the North Carolina Solid
aste Section.
n. The nomenclature of the SWRL described in the October
7, 2006, memorandum has changed to the SWSL.
C 2L .0200, Classifications and Water Quality Standards Applicable to the
roundwaters of North Carolina.
ethod Detection Limits (MDLs)
W

Solid Waste Section Limit (SWSL) is the lowest amount of analyte in a sample that can be quantitatively
determined with suitable precision and accuracy. The SWSL is the concentration below which reported analytical results must be qualified as estimated. The SWSL is the updated version of the PQL that appears in
older North Carolina Solid Waste Section literature. The SWSL is the limit established by the laboratory survey
conducted by the North Carolina Solid Waste Sectio
2

North Carolina 2L Standards (2L) are water quality standards for the protection of groundwaters of North
Carolina as specified in 15A NCA
G

M
he North Carolina Solid Waste Section is now
quiring laboratories to report to the method detection limit.
atories generally report the highest method detection limit for all the instruments
sed for a specific method.
ata below unspecified or non-statistical reporting limits severely biases data sets and restricts their usefulness.
olid Waste Section Limits (SWSLs)

Clarification of detection limits referenced in the October 27, 2006, memorandum needed to be addressed
because of concerns raised by the regulated community. T
re
Method detection limits are statistically determined values that define the concentration at which measurements
of a substance by a specific analytical protocol can be distinguished from measurements of a blank (background
noise). Method detection limits are matrix-specific and require a well defined analytical method. In the course
of routine operations, labor
u
In many instances, the North Carolina Solid Waste Section gathers data from many sources prior to evaluating
the data or making a compliance decision. Standardization in data reporting significantly enhances the ability to
interpret and review data because the reporting formats are comparable. Reporting a method detection limit
alerts data users of the known uncertainties and limitations associated with using the data. Data users must understand these limitations in order to minimize the risk of making poor environmental decisions. Censoring
d

S
nd surface water data reported to the North Carolina Solid Waste ection. The PQLs will no longer be used.

Due to comments from the regulated community, the North Carolina Solid Waste Section has changed the
nomenclature of the new limits referenced on Page 2 of the October 27, 2006, memorandum, from the North
Carolina Solid Waste Reporting Limits (SWRL) to the Solid Waste Section Limits (SWSL). Data must be
reported to the laboratory specific method detection limits and must be quantifiable at or below the SWSL. The
SWSLs must be used for both groundwater aS
The North Carolina Solid Waste Section has considered further feedback from laboratories and the regulated
community and ha

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] \ FAX [phone] \ Internet http://wastenotnc.org

An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
3
s made some additional changes to the values of the SWSLs. These changes may be viewed
ttp://www.wastenotnc.org/sw/swenvmonitoringlist.asp
nalytical Data Reporting Requirements
on our webpage: h

A
al boratory method detection limit with all analytical laboratory results along with the following requirements:
oncentration, compliance action may not be taken unless it is statistically significant
crease over background.
hese analytical results may require additional confirmation.
he possibility that a constituent concentration may exceed the North Carolina 2L Standards in the
ture.
hese analytical results may be used for compliance without further confirmation.
will be returned and deemed unacceptable. Submittal of unacceptable data may lead to

lectronic Data Deliverable (EDD) Submittal

The strategy for implementing the new analytical data reporting requirements involves reporting the actula

1) Any analyte detected at a concentration greater than the MDL but less than the SWSL is known to be present,
but the uncertainty in the value is higher than a value reported above the SWSL. As a result, the actual
concentration is estimated. The estimated concentration is reported along with a qualifier (“J” flag) to alert data users that the result is between the MDL and the SWSL. Any analytical data below quantifiable levels should
be examined closely to evaluate whether the analytical data should be included in any statistical analysis. A
statistician should make this determination. If an analyte is detected below the North Carolina 2L Standards,
even if it is a quantifiable c
in
T

2) Any analyte detected at a concentration greater than the SWSL is present, and the quantitated value can be
reported with a high degree of confidence. These analytes are reported without estimated qualification. The laboratory’s MDL and SWSL must be included in the analytical laboratory report. Any reported concentration
of an organic or inorganic constituent at or above the North Carolina 2L Standards will be used for compliance
purposes, unless the inorganic constituent is not statistically significant). Exceedance of the North Carolina 2L
Standards or a statistically significant increase over background concentrations define when a violation has
occurred. Any reported concentration of an organic or inorganic constituent at or above the SWSL that is not above an North Carolina 2L Standard will be used as a tool to assess the integrity of the landfill system and
predict t
fu

T

Failure to comply with the requirements described in the October 27, 2006, memorandum and this addendum to
the October 27, 2006, memorandum will constitute a violation of 15A NCAC 13B .0601, .0602, or .1632(b),
and the analytical data
enforcement action.
E
he analytical laboratory data. This option is intended to save resources r both the public and private sectors.

The North Carolina Solid Waste Section would also like to take this opportunity to encourage electronic
submittal of the reports in addition to tfo

The North Carolina Solid Waste Section will accept the entire report including narrative text, figures, tables,
and maps on CD-ROM. Please separate the figures and tables from the report when saving in order to keep the
size of the files smaller. The CD-ROM submittal shall contain a CD-ROM case and both CD

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] \ FAX [phone] \ Internet http://wastenotnc.org

An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
4
-ROM and the
ase shall be labeled with the site name, site address, permit number, and the monitoring event date
ab data and field data. This template is available on our webpage:
ttp://www.wastenotnc.org/swhome/enviro_monitoring.asp. Methane monitoring data may also be submitted
ry or exceeds 25% of the LEL
facility structures (excluding gas control or recovery system components), include the exceedance(s) on the
you have any questions or concerns, please feel free to contact Jaclynne Drummond (919-508-8500) or Ervin
Thank you for your continued cooperation with this matter.

c
(MM/DD/YYYY). The reporting files may be submitted as a .pdf, .txt, .csv, .xls,. or .doc type.
Also, analytical lab data and field data should be reported in .xls files. The North Carolina Solid Waste Section
has a template for analytical l
h
electronically in this format.
Pursuant to the October 27, 2006, memorandum, please remember to submit a Solid Waste Section
Environmental Monitoring Reporting Form in addition to your environmental monitoring data report. This
form should be sealed by a geologist or engineer licensed in North Carolina if hydrogeologic or geologic
calculations, maps, or interpretations are included with the report. Otherwise, any representative that the facility owner chooses may sign and submit the form. Also, if the concentration of methane generated by the
facility exceeds 100% of the lower explosive limits (LEL) at the property bounda
in
North Carolina Solid Waste Section Environmental Monitoring Reporting Form.
If
Lane (919-508-8520).

Attachment 6
October 16, 2007 Memorandum

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] \ FAX [phone] \ Internet http://wastenotnc.org

An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
1

North Carolina Department of Environment and Natural Resources

October 16, 2007
EMORANDUM
Dexter R. Matthews, Director Division of Wa e Management st Michael F. Easley, Governor
William G. Ross Jr., Secretary

M
To: Operators, North Carolina Certified
Laboratories, and Consultants
rom: North Carolina Division of Waste Management, Solid Waste Section
Re: ring Data for North Carolina Solid Waste
Management Facilities
and provide a reminder of formats for environmental monitoring data
bmittals.
ese changes was to improve the protection of public health and the nvironment.
reported to the North Carolina Solid Waste Section. The PQLs will no nger be used.
ted can be directed to the North Carolina Department of Health
nd Human Services.
Solid Waste Directors, Landfill

F

Environmental Monito

The purpose of this memorandum is to provide a reiteration of the use of the Solid Waste
Section Limits (SWSLs), provide new information on the Groundwater Protection Standards,
su

The updated guidelines are in large part due to questions and concerns from laboratories,
consultants, and the regulated community regarding the detection of constituents in groundwater at levels below the previous Practical Quantitation Limits (PQLs). The
North Carolina Solid Waste Section solicited feedback from the regulated community,
and, in conjunction with the regulated community, developed new limits. The primary
purpose of the
Data must be reported to the laboratory specific method detection limits and must be
quantifiable at or below the SWSLs. The SWSLs must be used for both groundwater and
surface water datalo
In June 2007, we received new information regarding changes to the Groundwater
Protection Standards. If a North Carolina 2L Groundwater Standard does not exist, then
a designated Groundwater Protection Standard is used pursuant to 15A NCAC 13B .1634. Toxicologists with the North Carolina Department of Health and Human Services calculated these new Groundwater Protection Standards. Questions regarding how the
standards were calcula
a

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
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An Equal Opportunity / Affirmative Action Employer – Printed on Dual Purpose Recycled Paper
2
every year or sooner if new scientific and toxicological data become available.
lease review our website periodically for any changes to the 2L NC Standards,
ic updates will be noted on our ebsite.
wastenotnc.org/sw/swenvmonitoringlist.asp

We have reviewed the new results from the North Carolina Department of Public Health and have updated our webpage accordingly. The list of Groundwater Protection
Standards, North Carolina 2L Standards and SWSLs are subject to change and will be
reviewed
P
Groundwater Protection Standards, or SWSLs. Specifw

http://www.

ental monitoring data

In addition, the following should be included with environmsubmittals:
1. Environmental Monitoring Data Form as a cover sheet:
http://www.wastenotnc.org/swhome/EnvMonitoring/NCEnvMonRptForm.pdf
2. Copy of original laboratory results.
3. Table of detections and discussion of 2L exceedances. 4. Electronic files on CD or sent by email. These files should include the written report as
Portable Document Format (PDF) file and the laboratory data as an excel file following a
the format of the updated Electronic Data Deliverable (EDD) template on our website:
http://www.wastenotnc.org/swhome/enviro_monitoring.asp
If you have any questions or concerns, please feel free to contact Donald Herndon (919-
08-8502), Ervin Lane (919-508-8520) or Jaclynne Drummond (919-508-8500).
Thank you for your continued cooperation with these matters.

5

Attachment 7
November 5, 2014 Memorandum

North Carolina Department of Environment and Natural Resources
Division of Waste Management
Pat McCrory John E. Skvarla, III
Governor Secretary

1646 Mail Service Center, Raleigh, North Carolina 27699-1646 2090 US Highway 70, Swannanoa, North Carolina 28778-82111 Phone: [phone] Phone: [phone]
http://portal.ncdenr.org/web/wm/
An Equal Opportunity / Affirmative Action Employer
1
November 5, 2014

MEMORANDUM
To: Solid Waste Directors, Public Works Directors, Landfill Operators, and Landfill Owners

From: Solid Waste Section

Re: Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic Document Submittal The Solid Waste Section is continuing its efforts to improve efficiencies in document management. All
groundwater, surface water, soil, sediment, and landfill gas documents submitted to the Solid Waste Section are
stored electronically and are made readily available for the public to view on our webpage. Please remember that
hard copies/paper copies are not required, and should not be submitted. The submittal of these electronic
documents following a consistent electronic document protocol will also assist us in our review. Please follow these procedures when submitting all groundwater, surface water, soil, sediment, and landfill gas documents to the Solid Waste Section. Submittal Method and Formatting
 All files must be in portable document format (pdf) except for Electronic Data Deliverables (EDDs) unless otherwise specified by the Solid Waste Section. All pdf files should meet these requirements:
o Optical Characteristic Recognition (OCR) applied;
o Minimum of 300 dpi;
o Free of password protections and/or encryptions (applies to EDDs as well);
o Optimized to reduce file size; and
o Please begin using the following naming convention when submitting all electronic files: Permit Number (00-00)_Date of Document (YYYYMMDD). For example: 00-00_20140101.
 Please submit all files via email or by file transfer protocol (FTP) via email to the appropriate Hydrogeologist unless otherwise specified by the Solid Waste Section. If the electronic file is greater
than 20 MB, please submit the file via FTP or on a CD. If submitting a CD, please mail the CD to the
appropriate Hydrogeologist. The CD should be labeled with the facility name, permit number, county,
name of document, date of monitoring event (if applicable), and the date of document.
 Please be sure a signed Environmental Monitoring Data Form is submitted as part of the electronic file for
all water quality and landfill gas documents (monitoring, alternate source demonstration, assessment,
investigation, corrective action). This completed form should be the first page of the document before the
cover/title page and should not be submitted as an individual file. Blank forms can be downloaded at
http://www.wastenotnc.org/swhome/EnvMonitoring/NCEnvMonRptForm.pdf

Monitoring Data
Monitoring data documents may include any or all of the following: 1) groundwater and surface water monitoring; 2) soil and sediment, and 3) landfill gas monitoring. In addition to the above procedures, at a minimum, please include the following: Groundwater and Surface Water Monitoring
 A copy of the laboratory report(s).
 A copy of the sampling log(s).
 A separate table of detections and exceedances for each monitoring location.

1646 Mail Service Center, Raleigh, North Carolina 27699-1646 2090 US Highway 70, Swannanoa, North Carolina 28778-82111 Phone: [phone] Phone: [phone]
http://portal.ncdenr.org/web/wm/
An Equal Opportunity / Affirmative Action Employer
2
o All analytical results should be reported in micrograms per liter (ug/L) except for field
parameters and specific Monitored Natural Attenuation (MNA) parameters.
o Please also include the laboratory’s method detection limit (MDL) in ug/L, the Solid Waste
Section Limit (SWSL) in ug/L, the appropriate NC regulatory standard in ug/L (2L, 2B, GWPS, IMAC), and the Federal Maximum Contaminant Level (MCL) in ug/L.
o Please BOLD each exceedance result.
 A separate table of field parameters for each monitoring location.
 An Electronic Data Deliverable (EDD) spreadsheet for each monitoring event submitted in the correct
format. All analytical results should be reported in micrograms per liter (ug/L) except for field parameters and specific Monitored Natural Attenuation (MNA) parameters. The blank EDD template can be downloaded at http://www.wastenotnc.org/swhome/enviro_monitoring.asp. Please pay attention to the formats within the spreadsheet. Any EDD received that is not formatted correctly will be emailed back to be resubmitted via email within five (5) days.
 A separate groundwater monitoring well construction table.
o Please also include the date the well was drilled, well diameter, total well depth, depth to top of screened interval (in feet), screened interval (in feet), geology of screened interval, TOC elevation, ground elevation, groundwater elevation, GPS coordinates (latitude and longitude), and depth to water (in feet).
 A separate groundwater table with groundwater flow rate(s).
 A recent facility figure that includes labeled groundwater and surface water monitoring locations.
 A groundwater flow map with an arrow(s) indicating flow direction(s), including date the
measurements were taken.

Soil and Sediment Sampling
 A copy of the laboratory report(s).
 A copy of the sampling log(s).
 A separate table of detections and exceedances for each sampling location.
o Please also include the results in micrograms per liter (ug/L), the laboratory’s method
detection limit (MDL) in ug/L, and the appropriate NC regulatory standard (PSRG) in ug/L.
o Please BOLD each exceedance result.
 A separate table of soil and/or sediment characteristics.
 A recent facility figure that includes labeled sampling locations.
Landfill Gas Monitoring
 A blank Landfill Gas Monitoring Data Form can be found within the Landfill Gas Monitoring
Guidance document and can be downloaded at
http://portal.ncdenr.org/c/document_library/get_file?uuid=da699f7e-8c13-4249-9012-
16af8aefdc7b&groupId=38361.
 A separate table of landfill gas detections and exceedances for each monitoring location. Please
BOLD each exceedance result.
 A recent facility figure that includes labeled landfill gas monitoring locations (both permanent and temporary).

If you have any questions or concerns regarding electronic submittals, please feel free to contact the
Hydrogeologist overseeing your facility. The Solid Waste Section greatly appreciates your assistance on this matter. Working together, we can continue to provide excellent customer service to you and to the
public.
 Jackie Drummond, Asheville Regional Office, 828-296-4706, [e-mail]
 Ervin Lane, Raleigh Central Office, 919-707-8288, [e-mail]
 Elizabeth Werner, Raleigh Central Office, 919-707-8253, [e-mail]
 Christine Ritter, Raleigh Central Office, 919-707-8254, [e-mail]
 Perry Sugg, Raleigh Central Office, 919-707-8258, [e-mail]

Attachment 8
Monitoring well construction logs

5105 Harbour Towne Drive •Raleigh • North Carolina • 27604
919-418-4375 (Mobile) • E-mail: [e-mail]
September 19, 2013
Mr. Ervin Lane
NC Division of Waste Management
Solid Waste Section
Mail Service Center 1646
Raleigh, NC 27699-1646
RE: Discussion of Water Quality Monitoring Data
Request for Monitoring Well Reduction
Gold Hill Road C&D Landfill (Randolph County, North Carolina)
Permit #7606-CDLF-2001
Dear Mr. Lane:
On behalf of Gold Hill Road C&D Landfill, I am pleased the following discussion of hydrogeologic
conditions and apparent trends in the ground water monitoring data for the referenced site. This
discussion is presented to support the facility’s request for a reduction in the number of wells that
must be monitored during the remainder of operations and during the post-closure period. Phase 2 of
the CDLF is the active disposal area, covering approximately 13 acres, which has undergone
development of most of the authorized footprint. Phase 1 contains stockpiled LCID, but this phase is
permitted for future C&D – the nomenclature is carried over from earlier permitting activities.
At the current waste intake, it appears that Phase 1 will not be developed as a CDLF for many years.
There are nine wells and three surface locations being monitored, which affects the closure/post-
closure bond requirements, as well as operational costs. The current monitoring network consists of:
Phase 2 (active CDLF) Phase 1 (LCID, future CDLF)
MW-1 (background well), MW-19 (up gradient)
MW-4 (cross-gradient), MW-15 (cross-gradient wells)
MW-8, MW-10A, MW-16, MW-17, and MW-18 (down gradient wells)
Surface water sampling includes SW-3 (background), SW-1 and SW-2 (down gradient).
I believe the current CDLF can be effectively monitored with four wells, MW-1, MW-4, MW-10A,
and MW-18, and two surface locations, SW-2 and SW-3.
Gold Hill Road C&D Landfill – Randolph County, North Carolina September 19, 2013
Water Quality Monitoring Data Discussion Page 2

Please refer to the attached figure, Drawing MP-1, taken from the most recent monitoring report.
The hydrogeology is characterized as a shallow, short-segmented, “closed loop” basin, i.e., recharge
occurs in the higher elevations, including most of the site, discharge occurs along the on-site stream
to the northwest. The distance water travels is hundreds of feet, not miles. The uppermost aquifer
occurs within the transitional boundary between fine-grain surficial soil and the deeper parent
bedrock (argillite). Depths of the bedrock are on the order of 20 to 35 feet; the ground water depths
typically vary from 10 to 28 feet in the higher elevations (MW-1) and 8 to 14 feet in the lower
elevations (MW-4). The bedrock is not monitored based on earlier permitting work; deeper wells are
available to activate should an impact be detected in the uppermost aquifer. Summarized well screen
data, water level data, and field parameters are presented on Table 1.

A ground water divide coincides along Gold Hill Road; the groundwater basin coincides with the
localized surface water basin and is contained between the road and the creek without significant
outside influence – hence the term “closed loop” – thus the facility controls the ground use from the
right-of-way to the creek relative to the inactive Phase 1. There is an undeveloped parcel not owned
by the facility up gradient of the active Phase 2; the facility background well is cross gradient of this
parcel, but MW-10A is down gradient – nothing is known or implied concerning this parcel, but this
is the only land within the small drainage basin not controlled by the facility. There are no ground
water wells down gradient of the facility.

Historical ground water level data show large fluctuations in response to significant climatic trends
over the last few years. The fluctuations are typically larger in the higher elevations of the site, as
would be expected, and these trends reflect a tremendous change in the volumes of water moving
beneath the site over time. This variation in water volumes drives the “seasonality” seen in the data.
In the report for latest groundwater sampling event (March 2013), a discussion was presented that
tied the water level fluctuations to variation in the concentrations of certain inorganic constituents.
The following graph of the last few years of water level data was used to facilitate the discussion.

680.00
700.00
720.00
740.00
760.00
780.00
800.00
3/
2
9
/
2
0
1
0
9/
2
9
/
2
0
1
0
3/
2
9
/
2
0
1
1
9/
2
1
/
2
0
1
1
3/
2
1
/
2
0
1
2
9/
1
1
/
2
0
1
2
3/
1
9
/
2
0
1
3
MW1
MW19
MW15
MW4
MW16
MW17
MW18
MW8
MW10A
Linear (MW1)
Ground water elevations
Gold Hill Road C&D Landfill – Randolph County, North Carolina September 19, 2013
Water Quality Monitoring Data Discussion Page 3
Please refer to the March 2013 sampling report for additional discussion concerning geologic
conditions at the site, including turbidity and background constituents. Here, let it suffice to
acknowledge the fact that the whole region is a mining district, with gold and various metal-sulfide
minerals common in the bedrock – this leads to the presence of several metallic species found at high
background levels. Sampling data shows concentrations of many of these elements that exceed the
Solid Waste Section Limit (SWSL) and or the standards of 15A NCAC 2L (the 2L standards).

Several metals have been detected frequently and chronically above the SWSL and/or 2L standards,
at both the background well (MW-1) and background surface water location (SW-3), in addition to
detection in the compliance wells. Cobalt, vanadium, cadmium, barium, beryllium, chromium,
copper, iron, lead, manganese, mercury, nickel, selenium, and zinc are included in this trend.
Historic groundwater quality data for the past few years is presented on Table 2.

The data are highly seasonal and are believed to be tied to turbidity and/or exacerbated by undefined
redox reactions between the recharge and discharge zones; this is characteristic with high background
presence. Other Appendix I inorganic constituents, alkalinity, chloride and TDS, are above the
SWSL at the monitoring wells, including the background well, but these parameters are below the
respective 2L standards. These constituents are likely also tied to the background.

Detection of Appendix I organic constituents over time is sparse and erratic, with no discernible
trend – the constituents that have been detected are those commonly associated with sampling or
laboratory contaminants. None of the detected Appendix I organic constituents exceed the SWSL or
2L standards. Overall, there is no indication that the landfill is causing, or contributing to, any
degradation of ground water quality at this facility.

The series of charts, presented as Attachments 1 and 2, show various data trends used to distinguish
any differences between the Phase 1 wells, which we would like to decommission, and the Phase 2
wells. Attachment 1 shows temporal trends for groups of monitored constituents within individual
wells. Although the groupings result in a scale that is not usable for compliance demonstrations, the
seasonal trends are typically clear and long-term trends can be discerned for some constituents.

A direct relationship between the concentrations of metals and turbidity is recognized. A large
reduction of turbidity across the board observed in 2011, reflected by nearly every inorganic
constituent, is likely due a change in sampling technique. I need to study the earlier data further to
determine exactly what caused this reduction, whereas the change appears more significant than
seasonality alone. However, many of the 2L and/or SWSL exceedances became less severe.

Attachment 2 shows the variation in selected constituents from one well to another. The same
relationship between turbidity and concentration of metals can be seen. However, the parameters
alkalinity, chloride, and TDS appear to be independent of turbidity. These data show similarity
between the wells, in addition to seasonality. What is interesting about these data is the fact that
higher concentrations of some constituents are observed in the up gradient wells MW-1 and MW-19.
Gold Hill Road C&D Landfill – Randolph County, North Carolina September 19, 2013
Water Quality Monitoring Data Discussion Page 4

A detailed analysis of the data has not been completed, however, it is apparent that differences in the
Phase 1 wells and Phase 2 wells are not large, which supports a preliminary conclusion made in the
report for the March 2013 sampling report that the monitoring program is influenced by high
background values of metals, and it does not appear that the landfill has much impact on the data. It
should be noted that no Appendix I organic constituents were detected in the surface water samples.

It should also be noted that with other monitoring programs for CDLFs and MSWLFs under my
purview, for the first phase we have started with an initial small set of wells (which were approved at
the time of permitting) and added to the monitoring network as the facility expanded. If this same
course of action was pursued at this facility, we would not need the Phase 1 wells (keeping in mind
the backward nomenclature) until some future time. Ostensibly, the existing wells would be left in
place and, once the next phase is permitted for construction, the wells would be reactivated.

The September 2013 sampling event was just completed, so the requested changes, if approved,
would be implemented beginning with the March 2014 sampling event. I look forward to discussing
this matter, and on behalf of the facility, I appreciate your consideration of this matter.

Please contact me at your earliest convenience with questions or comments.

Sincerely,

G. David Garrett, P.G., P.E.
9/19/2013
cc: Mr. Al Morton – Gold Hill Road C&D Landfill, Inc.
Attachments
Table 1
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
Well Ground TOC Stickup Groundwater Groundwater
ID Elev. Elev. (feet) Top* Bottom Top Bottom Depth** Elevation Temp. C pH S.C. Turbidity
(feet) (feet) (feet) (feet) (feet) (feet)uMho/cm (ntu)
MW1 802.54 804.99 2.45 20.40 35.40 782.14 767.14 27.63 774.91 16 6.5 346 65.0
MW4 758.61 761.25 2.64 15.00 30.00 743.61 728.61 25.26 733.35 15 5.7 50 3.6
MW8 720.58 723.02 2.44 6.00 21.00 714.58 699.58 14.61 705.97 14 5.5 61 45.0
MW10A 733.20 735.78 2.58 15.00 30.00 741.67 703.20 23.17 710.03 14 5.3 50 36.0
MW15 751.67 754.12 2.45 10.00 25.00 732.78 726.67 12.36 739.31 14 5.9 150 80.0
MW16 742.78 745.20 2.42 10.00 25.00 717.43 717.78 19.96 722.82 15 6.2 259 22.0
MW17 732.43 734.67 2.24 15.00 30.00 712.59 702.43 19.54 712.89 15 6.3 185 4.0
MW18 722.59 724.50 1.91 10.00 25.00 697.59 697.59 9.92 712.67 14 5.7 91 25.0
MW19 782.81 784.76 1.95 20.00 35.00 747.81 747.81 17.86 764.95 15 6.5 236 6.7
* Referenced from ground surface
**Referenced from top of casing
ntu = Nephelometric Turbidity Units
Sampling Date 3/19/2013
Screen Interval Screen Elevation Field Parameters
NM = Not Measured
S.C. = Specific Conductance
Gold Hill Road CDLF 7/25/2013 Page 1 of 1
Sampling Point:CAS ANALYSIS MDL SWSL 2L STD Max Min
Sample Date: NUMBER METHOD ug/l ug/l ug/l ug/l ug/l
PH (field measurement)SW320 SM4500HB NE 7.3 4.8
Total Alkalinity SW337 SM2320B 1000 1000 NE 228000 8
Chloride SW301 SM4500-CLB 5000 5000 250000 24000 4000
Total Dissolved Residue SW311 SM2540C 1000 1000 500000 420000 24000
Sulfate SW315 SM426C 5000 250000 250000 152000 7
Antimony 7440-36-0 EPA200.8 0.14 6 1* 1.1 0.02
Arsenic 7440-38-2 EPA200.8 0.1 10 10 12 0.1
Barium 7440-39-3 EPA200.8 0.02 100 700 763 4.8
Beryllium 7440-41-7 EPA200.8 0.02 1 4* 14 0.02
Cadmium 7440-43-9 EPA200.8 0.02 1 2 24 0.02
Cobalt 7440-48-4 EPA200.8 0.03 10 1* 16 0.02
Copper 7440-50-8 EPA200.8 0.02 10 1000 85 0.02
Total Chromium 7440-47-3 EPA200.8 0.04 10 10 18 0.04
Iron 7439-89-6 SM3111B 15.9 300 300 234750 15.9
Manganese 7439-96-5 EPA200.7 0.61 50 50 23122 1.5
Lead 7439-92-1 EPA200.8 0.02 10 15 54 0.02
Mercury 7439-97-6 EPA200.8 0.05 0.2 1 0.9 0.01
Nickel 7440-02-0 EPA200.8 0.04 50 100 93 0.04
Selenium 7782-49-2 EPA200.8 0.2 10 20 42 0.17
Silver 7440-22-4 EPA200.8 0.02 10 20 2.2 0.02
Thallium 7440-28-0 EPA200.8 0.02 5.5 0.28 0.45 0.02
Vanadium 7440-62-2 EPA200.8 0.14 25 0.3 39 0.28
Zinc 7440-66-6 EPA200.8 0.24 10 1000 719 2.2
Turbidity SW330 SM2130B 1 1 NE 13600 1.6
Conductivity uMho/cm (at 25c) SW323 SM2510B 1 1 NE 559 24
Temperature SW325 SM2550B 24 5
Static Water Level SW318
Well Depth SW411
Chloromethane 74-87-3 EPA8260B 0.77 1 3 1 0.3
Vinyl Chloride 75-01-4 EPA8260B 0.63 1 0.03 0.63 0.63
Bromomethane 74-83-9 EPA8260B 0.67 10 10* 0.67 0.67
Chloroethane 75-00-3 EPA8260B 0.48 10 3000 0.48 0.48
Trichlorofluoromethane 75-69-4 EPA8260B 0.24 1 2000 1 0.24
1,1-Dichloroethene 75-35-4 EPA8260B 0.17 5 5 0.17 0.17
Acetone 67-64-1 EPA8260B 9.06 100 6000 9.06 1.3
Iodomethane 74-88-4 EPA8260B 0.26 10 10 0.26 0.26
Carbon Disulfide 75-15-0 EPA8260B 0.23 100 700 0.23 0.23
Methylene Chloride 75-09-2 EPA8260B 0.64 1 5 2.3 0.64
trans-1,2-Dichloroethene 156-60-5 EPA8260B 0.23 5 100 0.23 0.23
1,1-Dichloroethane 75-34-3 EPA8260B 0.20 5.00 6.00 0.20 0.2
Vinyl Acetate 108-05-4 EPA8260B 0.20 50.00 88* 0.20 0.2
Cis-1,2-Dichloroethene 156-59-2 EPA8260B 0.25 5 70 0.25 0.25
2-Butanone 78-93-3 EPA8260B 2.21 100 4000 4.5 0.9
Bromochloromethane 74-97-5 EPA8260B 0.27 3 NE 0.27 0.27
Chloroform 67-66-3 EPA8260B 0.25 5 70 0.4 0.25
1,1,1-Trichloroethane 71-55-6 EPA8260B 0.19 1 200 0.19 0.19
Carbon Tetrachloride 56-23-5 EPA8260B 0.22 1 0.3 0.22 0.22
Benzene 71-43-2 EPA8260B 0.24 1 1 0.24 0.24
1,2-Dichloroethane 107-06-2 EPA8260B 0.27 1 0.4 0.27 0.27
Trichloroethene 79-01-6 EPA8260B 0.23 1 3 0.23 0.23
1,2-Dichloropropane 78-87-5 EPA8260B 0.21 1 0.6 0.21 0.21
Bromodichloromethane 75-27-4 EPA8260B 0.21 1 0.6 0.21 0.21
Cis-1,3-Dichloropropene 10061-01-5 EPA8260B 0.24 1 1 0.24 0.24
4-Methyl-2-Pentanone 108-10-1 EPA8260B 1.19 100 560* 1.19 1.19
Toluene 108-88-3 EPA8260B 0.23 1 600 7.3 0.23
trans-1,3-Dichloropropene 10061-02-6 EPA8260B 0.28 1 0.4 0.28 0.28
1,1,2-Trichloroethane 79-00-5 EPA8260B 0.25 1 0.6* 0.25 0.25
Tetrachloroethene 127-18-4 EPA8260B 0.17 1 0.7 0.17 0.17
2-Hexanone 591-78-6 EPA8260B 1.57 50 40* 1.57 1.57
Dibromochloromethane 124-48-1 EPA8260B 0.24 3 0.4 0.24 0.24
1,2-Dibromoethane 106-93-4 EPA8260B 0.26 1 0.2 0.26 0.26
Chlorobenzene 108-90-7 EPA8260B 0.3 3 50 0.3 0.3
1,1,1,2-Tetrachloroethane 630-20-6 EPA8260B 0.22 5 NE 0.22 0.22
Ethylbenzene 100-41-4 EPA8260B 0.21 1 600 0.21 0.21
Xylenes 1330-20-7 EPA8260B 0.68 5 500 0.68 0.68
Dibromomethane 74-95-3 EPA8260B 0.28 10 70 0.28 0.28
Styrene 100-42-5 EPA8260B 0.19 1 70 0.19 0.19
Bromoform 75-25-2 EPA8260B 0.2 3 4 0.2 0.2
1,1,2,2-Tetrachloroethane 79-34-5 EPA8260B 0.26 3 0.2 0.26 0.26
1,2,3-Trichloropropane 96-18-4 EPA8260B 0.43 1 0.005 0.43 0.43
1,4-Dichlorobenzene 106-46-7 EPA8260B 0.39 1 6 0.39 0.39
1,2-Dichlorobenzene 95-50-1 EPA8260B 0.32 5 20 0.32 0.32
1,2-Dibromo-3-Chloropropane 96-12-8 EPA8260B 0.34 13 0.04 0.34 0.34
Acrylonitrile 107-13-1 EPA8260B 2.72 200 NE 2.72 2.72
trans-1,4-Dichloro-2-Butene 110-57-6 EPA8260B 0.42 100 NE 0.42 0.42
Tetrahydrofuran 109-99-9 EPA8260B 0.39 1 NE 0.39 0.39
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
Gold Hill Road CDLF 7/25/2013 Page 1 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
5.4 6.6 6.6 6.5 6.3 6.3 5.3
40000 114000 101000 124000 26000 78000 3000
--- U --- U 5000 U 5000 U 5000 U 5000 U 5000 U
76000 157000 260000 165000 99000 208000 55000
10500 J 10500 J 16800 J 11700 J 26400 J 25200 J 23300 J
--- J 0.04 J 0.14 U 0.14 U 0.39 J 0.07 J 0.05 J
1.1 J 5 J 5.1 J 0.1 U 0.55 J 0.9 J 0.13 U
48.9 J 293 180 7.4 J 7.8 J 14.7 J 5.9 J
0.3 J 2 2 0.02 U 0.21 J 0.48 J 0.2 J
0.6 J 1 1 3 0.23 J 0.64 J 0.21 J
7.7 J 16 14 2.7 J 2.4 J 4.9 J 1.4 J
27 85 63 4 J 8.6 J 20 11
3.7 J 18 12 0.04 U 0.57 J 1.6 J 0.7 J
22575 217800 107500 722 1659 6295 1588
1192 23122 5826 379 197 624 81
9.2 J 36 28 0.21 J 0.88 J 3.1 J 0.64 J
--- U --- U 0.05 U 0.05 U 0.05 U 0.04 J 0.03 U
5.9 J 17.2 J 13.6 J 0.96 J 4.5 J 7.3 J 4.5 J
0.4 J 2.8 J 1.4 J 0.2 U 0.2 U 0.27 J 0.17 U
0.1 J 0.5 J 0.18 J 0.02 U 0.02 U 0.1 U 0.1 U
--- U 0.2 J 0.22 J 0.02 U 0.03 J 0.08 J 0.1 J
9.7 J 32 31 1.2 J 2 J 5 J 2.1 J
66 410 234 8 J 26 43 29
140 2800 1900 8.9 40 100 36
94 286 227 281 94 205 50
14 15 15 17 17 16 14
19.16 22.42 22.45 27.13 21.59 26.13 23.17
32.29 32.29 32.29 32.29 32.29 32.29 32.29
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
3/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
Table 2
9/11/2012 3/19/2013 xxxx2013
M10A
Gold Hill Road CDLF 7/25/2013 Page 2 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
6.2 6.1 6.3 6.4 6.6 6.5 6.5
74000 116000 81000 109000 80000 114000 112000
10000 10000 10000 10000 5000 9000 8000
244000 285000 223000 248000 188000 420000 334000
9500 J 148600 J 42000 J 32000 J 24000 J 37800 J 53100 J
0.5 J 0.3 J 0.59 J 0.39 J 0.4 J 0.22 J 0.25 J
1.7 J 1 J 0.87 J 3 J 0.69 J 2.3 J 1 J
51.1 J 15.5 J 10.8 J 35.2 J 8.3 J 92 J 13 J
0.5 J 0.2 J 0.09 J 0.51 J 0.07 J 1 0.17 J
0.2 J 0.1 3 0.63 J 0.05 J 1 0.35 J
4 J 1.9 J 1.1 J 3 J 0.78 J 5.8 J 1.4 J
12 5.2 J 4.4 J 17 3.1 J 22 5.2 J
6 J 2.3 J 2.4 J 8.1 J 1.7 J 13 2.7 J
12790 2685 3845 10320 2434 35520 5175
138 79 19 J 133 15 J 332 15 J
9.1 J 2.1 J 1.8 J 10 1.3 J 23 2.4 J
--- U --- U 0.05 U 0.05 U 0.05 U 0.07 J 0.03 U
2.8 J 4.2 J 1.6 J 5.5 J 1.1 J 7 J 2.2 J
--- U 0.5 U 0.2 U 0.5 J 0.2 U 0.52 J 0.17 U
0.2 J 0.1 U 0.02 U 0.07 J 0.02 U 0.14 J 0.1 U
--- U 0.2 U 0.02 U 0.05 J 0.02 U 0.25 J 0.07 U
13.9 J 9.1 J 6.1 J 20.8 J 4.4 J 28 7.5 J
24 J 5.7 J 6.7 J 28 4.9 J 71 11
220 650 110 360 45 250 65
235 398 282 321 229 287 346
15 16 15 24 18 17 16
14.44 30.36 25.32 31.76 9.09 31.2 27.63
36.78 36.78 36.78 36.78 36.78 36.78 36.78
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2011 9/21/2011 3/21/2012 9/11/20123/29/2010 9/29/2010 3/19/2013 xxxx2013
MW1 Background
Gold Hill Road CDLF 7/25/2013 Page 3 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
6.5 6.7 6.1 6.6 6.9 7 5.9
193000 228000 111000 138000 218000 141000 56000
--- U 5000 7000 11000 9000 6000 8000
221000 303000 256000 172000 217000 188000 91000
13900 J 9500 J 9700 J 8500 J 11000 J 7600 J 10200 J
--- U --- U 0.14 U 0.14 U 0.2 J 0.07 J 0.02 U
11 J 5.4 J 12 0.32 J 0.5 J 0.25 J 1.3 J
62.1 J 93.3 J 125 20.2 J 13 J 11.6 J 28 J
3 1 3 0.08 J 0.02 U 0.07 U 0.26 J
3 1 4 0.25 J 0.21 J 0.1 J 0.31 J
3.1 J 1.9 J 3.2 J 0.15 J 0.12 J 0.1 J 0.41 J
14 8.5 J 17 0.17 J 0.95 J 0.6 J 2.5 J
5.3 J 3.9 J 7.9 J 0.04 U 0.04 U 0.18 U 0.79 J
28675 17050 234750 459 129 J 115 J 3077
2669 3673 3078 1203 772 420 1482
40 22 47 0.85 J 0.31 J 0.21 J 4.4 J
--- U --- U 0.05 U 0.05 U 0.05 U 0.04 J 0.03 U
2.1 J 2.8 J 3.2 J 0.31 J 0.67 J 1 J 1.4 J
8.7 J 3.4 J 10 0.2 U 0.2 U 0.17 U 0.49 J
0.5 J 0.3 J 0.56 J 0.02 U 0.02 U 0.1 U 0.1 U
--- U --- U 0.18 J 0.02 U 0.02 U 0.19 J 0.07 U
9.7 J 8 J 13 J 0.81 J 0.31 J 0.28 J 1.7 J
56 42 106 3.5 J 2.9 J 2.3 J 9.8 J
500 1200 1500 14 6.7 --- U 80
357 559 269 317 350 520 150
14 16 14 17 16 16 14
11.36 13.26 12.22 14.59 12.16 13.23 12.36
27.5 27.5 27.5 27.5 27.5 27.5 27.5
--- U 0.9 J 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/21/2012 9/11/2012 3/19/2013 xxxx20133/29/2010 9/29/2010 3/29/2011 9/21/2011
MW15
Gold Hill Road CDLF 7/25/2013 Page 4 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
5.1 5.6 5.7 5.9 6.5 6 6.2
38000 43000 64000 53000 63000 114000 77000
5000 6000 10000 5000 9000 12000 12000
131000 141000 135000 94000 142000 236000 120000
11300 J 6700 J 5000 U 5000 U 6400 J 5000 U 10400 J
0.22 J --- U 0.14 U 0.14 U 0.14 U 0.08 J 0.02 U
2.8 J 1.9 J 2.3 J 0.1 U 0.42 J 2.5 J 0.72 J
122 71.5 J 105 9.2 J 12.3 J 37.9 J 28.4 J
2 0.9 J 1 0.02 U 0.02 U 0.35 J 0.07 J
2 0.5 J 0.94 J 0.13 J 0.12 J 0.2 J 0.12 J
2.7 J 2.4 J 3.7 J 0.3 J 0.73 J 3.9 J 1.8 J
9.7 J 7 J 9.8 J 0.02 U 0.77 J 4.5 J 1.1 J
5.6 J 3 J 4.2 J 0.04 U 0.04 U 3.5 J 0.38 J
43950 14920 49000 388 434 8935 2543
2740 1218 1760 821 1237 2414 2800
21 13 19 0.19 J 0.24 J 3.7 J 0.84 J
--- U --- U 0.05 U 0.05 U 0.05 U 0.03 J 0.03 U
2.9 J 3 J 3 J 0.04 U 0.88 J 3.2 J 1.8 J
2.8 J 1.2 J 2.2 J 0.2 U 0.2 U 0.62 J 0.2 J
0.4 J 0.1 J 0.13 J 0.02 U 0.02 U 0.1 U 0.1 U
--- U 0.1 J 0.18 J 0.02 U 0.02 U 0.07 U 0.07 U
11.5 J 9.7 J 11.9 J 0.88 J 0.53 J 10.1 J 1.4 J
107 69 114 2.7 J 2.9 J 7.7 J 4.2 J
1900 1400 3400 5.6 5.7 120 22
125 127 182 170 253 195 259
15 17 14 17 17 17 15
18.49 20.41 19.99 23.12 19.96 20.58 19.96
27.55 27.55 27.55 27.55 27.55 27.55 27.55
--- U 0.9 J 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 7.3 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/2013 xxxx2013
MW16
Gold Hill Road CDLF 7/25/2013 Page 5 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
5.4 6.3 6 5.9 6.4 6.2 6.3
28000 83000 106000 64000 52000 83000 88000
--- U ---7000 5000 U 5000 8000 7000
90000 133000 145000 87000 79000 120000 142000
--- U --- U 6800 J 5000 J 6500 J 5000 U 5000 U
--- U --- U 0.14 U 0.38 J 0.14 U 0.02 J 0.02 U
1.3 J 1.4 J 1.5 J 0.1 U 0.1 U 0.13 U 0.13 U
158 120 110 5.6 J 4.8 J 7.2 J 5.1 J
0.7 J 0.7 J 0.51 J 0.02 U 0.02 U 0.07 U 0.07 U
2 3 2 0.49 J 0.14 J 0.22 J 0.05 J
6.2 J 6.8 J 7.2 J 0.24 J 0.05 J 0.11 J 0.07 J
11 11 12 0.21 J 0.39 J 0.69 J 0.44 J
3.6 J 2.4 J 3.2 J 0.04 U 0.04 U 0.18 U 0.18 U
36350 28890 29150 560 205 J 223 J 130 J
6636 6817 5039 174 38 J 360 59
21 20 19 0.46 J 0.16 J 0.17 J 0.12 J
--- U --- U 0.05 U 0.08 J 0.05 U 0.02 U 0.03 U
4.4 J 4.4 J 4.5 J 0.04 U 0.23 J 0.96 J 0.74 J
2.4 J 2.6 J 3.3 J 0.2 U 0.2 U 0.17 U 0.17 U
0.3 J 0.4 J 0.22 J 0.02 U 0.02 U 0.1 U 0.1 U
0.1 J 0.1 J 0.17 J 0.02 U 0.02 U 0.07 U 0.07 U
9.3 J 8.6 J 8.8 J 0.63 J 0.32 J 0.34 J 0.44 J
139 122 110 4.1 J 2.3 J 3.1 J 3.2 J
1000 1600 2000 9 6.8 5.5 4
97 158 191 139 122 183 185
15 15 15 16 17 16 15
16.8 20.43 19.46 21.92 18.93 20.55 19.54
32.24 32.24 32.24 32.74 32.74 32.74 32.74
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/2013 xxxx2013
MW17
Gold Hill Road CDLF 7/25/2013 Page 6 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
6.3 6 5.6 5.4 6.3 5.5 5.7
31000 34000 28000 38000 30000 38000 34000
5000 5500 5000 5000 5000 7000 6000
325000 98000 133000 78000 165000 157000 112000
18700 J --- U 6100 J 5000 U 5000 U 5400 J 6300 J
--- U --- U 0.14 U 0.14 U 0.14 U 0.04 J 0.02 U
9.6 J 3.9 J 3.2 J 0.1 U 0.66 J 0.8 J 0.21 J
109 118 113 7.5 J 13.7 J 13.9 J 9.2 J
14 4 3 0.17 J 0.14 J 0.35 J 0.12 J
24 4 3 0.2 J 0.11 J 0.29 J 0.34 J
5.2 J 4.5 J 4.4 J 0.68 J 0.3 J 1 J 0.22 J
16 19 21 0.4 J 1.9 J 4.4 J 1.3 J
2.7 J 2.2 J 2.9 J 0.04 U 1.1 J 2.1 J 0.35 J
228000 67300 19575 674 2088 4606 1221
2914 1967 608 207 45 J 276 50
21 24 21 0.82 J 1 J 2.6 J 0.64 J
--- U --- U 0.05 U 0.06 J 0.05 U 0.04 J 0.03 U
2.2 J 2.8 J 2.5 J 0.04 U 0.67 J 1.6 J 0.62 J
42 J 8.8 J 9.3 J 0.3 J 0.2 U 0.59 J 0.17 U
2.2 J 0.5 J 0.29 J 0.02 U 0.02 U 0.14 J 0.1 U
--- U 0.1 J 0.14 J 0.02 U 0.02 U 0.07 U 0.07 U
10.1 J 10.4 J 10.9 J 1.1 J 3.8 J 6.5 J 1.7 J
506 201 145 4.2 J 5.3 J 8.5 J 5.2 J
7300 1800 2600 8.3 50 100 25
91 95 92 110 97 122 91
14 16 14 16 16 16 14
9.08 11.49 10.27 13.58 9.9 11.43 9.92
27.29 27.29 27.29 27.29 27.29 27.29 27.29
--- U 1 J 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U 2.3 J 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/21/2012 9/11/2012 3/19/2013 xxxx20133/29/2010 9/29/2010 3/29/2011 9/21/2011
MW18
Gold Hill Road CDLF 7/25/2013 Page 7 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
6 6.4 6.2 6.3 6.6 6.2 6.5
56000 49000 66000 74000 71000 64000 78000
4000 --- U 5000 U 5000 U 5000 U 12000 5000 U
280000 224000 220000 168000 191000 162000 154000
104700 J 90000 51200 J 34100 J 37900 J 23500 J 25500 J
--- U --- U 0.14 U 0.14 U 0.14 U 0.04 J 0.02 U
2.2 J 5.3 J 2.2 J 0.19 J 0.29 J 0.13 U 0.13 U
106 108 66.6 J 12.5 J 6.2 J 8.9 J 7.1 J
0.8 J 1 0.57 J 0.02 U 0.02 U 0.07 U 0.07 U
0.7 J 1 0.36 J 0.17 J 0.14 J 0.13 J 0.06 J
4.5 J 4.7 J 4.3 J 0.03 U 0.03 U 0.03 J 0.02 J
15 17 16 0.08 J 0.65 J 0.77 J 0.48 J
7.6 J 8.1 J 6.1 J 0.04 U 0.16 J 0.23 J 0.2 J
55075 51600 3638 100 J 346 137 J 15.9 U
2340 2287 296 7 J 11 J 6 J 1.5 J
13 25 11 0.02 U 0.29 J 0.08 U 0.08 U
--- U --- U 0.05 U 0.05 U 0.05 U 0.02 U 0.03 U
4.8 J 5.9 J 3.9 J 0.04 U 0.18 J 0.72 J 0.47 J
2.3 J 3.2 J 1.2 J 0.51 J 0.2 U 0.17 U 0.23 J
0.2 J 0.3 J 0.09 J 0.02 U 0.02 U 0.1 U 0.1 U
--- U 0.1 J 0.07 J 0.02 U 0.02 U 0.07 U 0.21 J
13.9 J 17 J 12.8 J 1.1 J 0.79 J 0.67 J 0.67 J
189 345 156 2.9 J 3.1 J 7.9 J 2.2 J
1900 1700 750 1.6 5.7 3.2 6.7
354 351 280 262 233 202 236
15 16 15 18 17 18 15
16.58 20.74 18 20.82 15.36 20.42 17.86
37.29 37.29 37.29 37.28 37.28 37.28 37.28
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U 2.3 J 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/2013 xxxx2013
MW19
Gold Hill Road CDLF 7/25/2013 Page 8 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
4.8 5.8 5.3 5.5 6 5.7 5.7
--- U 7000 9000 13000 6000 13000 13000
13000 --- U 5000 U 5000 U 5000 U 5000 5000 U
43000 44000 41000 54000 40000 45000 125000
7 J --- U 5000 U 5000 U 10200 J 5000 U 5000 U
--- U --- U 0.14 U 0.14 U 0.14 U 0.03 J 0.02 U
0.3 J --- U 0.3 J 0.85 J 0.19 J 0.13 U 0.13 U
37 J 22.4 J 35.5 J 71.3 J 9.4 J 24.1 J 6.1 J
0.3 J 0.2 J 0.23 J 0.48 J 0.09 J 0.15 J 0.07 U
--- U 0.1 J 0.08 J 0.19 J 0.02 U 0.17 J 0.08 J
2.6 J 1 J 1.9 J 3.4 J 0.19 J 1.1 J 0.05 J
7.5 J 3.5 J 8 J 14 0.49 J 6.2 J 0.56 J
3.8 J 2 J 4 J 8.2 J 0.67 J 3 J 1 J
8900 4200 6465 22675 220 J 5995 110 J
162 71 103 300 11 J 97 4.1 J
1.9 J 0.8 J 1.7 J 3.6 J 0.08 J 1.2 J 0.08 J
--- U --- U 0.05 U 0.05 U 0.05 U 0.02 J 0.03 U
2 J 2.3 J 2.2 J 3.6 J 0.62 J 3.6 J 1.2 J
--- U --- U 0.2 U 0.2 U 0.2 U 0.17 U 0.17 U
--- U --- U 0.02 U 0.02 U 0.02 U 0.1 U 0.1 U
--- U --- U 0.07 J 0.04 J 0.02 U 0.08 J 0.07 U
13.3 J 8.3 J 14.4 J 26 0.55 J 7.2 J 0.51 J
26 12 20 42 3.5 J 18 4 J
190 240 370 250 4.9 8.3 3.6
41 38 40 42 24 51 50
16 16 15 17 18 16 15
19.22 28.04 25.11 30.5 24.02 29.32 25.26
32.99 32.99 32.99 32.99 32.99 32.99 32.99
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/2013 xxxx2013
MW4
Gold Hill Road CDLF 7/25/2013 Page 9 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
5.2 6.4 5.5 5.8 6.2 5.9 5.5
8 30000 20000 34000 20000 36000 21000
--- U 13000 7000 5000 U 5000 U 5000 U 5000
54000 91000 76000 68000 70000 80000 24000
--- U 5100 J 5000 U 6300 J 12000 J 9600 J 9400 J
--- U 0.6 J 0.14 U 0.14 U 0.14 U 0.05 J 0.02 U
5.1 J 9.5 J 6.3 J 0.1 U 0.1 U 0.24 J 0.13 U
363 763 619 15.9 J 13.3 J 17.8 J 19.7 J
5 9 7 0.15 J 0.15 J 0.17 J 0.23 J
1 2 2 0.6 J 0.05 J 0.08 J 0.09 J
5.9 J 7.1 J 8.5 J 0.41 J 0.05 J 0.44 J 0.46 J
19 22 28 1.2 J 0.53 J 2.2 J 2.2 J
10 13 15 0.75 J 0.1 J 0.87 J 0.89 J
117625 166700 190250 2462 171 J 1930 2432
3421 6416 4359 68 7 J 62 50
32 54 52 0.88 J 0.1 J 0.94 J 0.94 J
0.51 J 0.9 0.38 0.05 U 0.05 U 0.09 J 0.03 U
2.5 J 93 J 4.1 J 0.04 U 0.35 J 1.2 J 0.93 J
1.8 J 3.3 J 4.4 J 0.2 U 0.2 U 0.17 U 0.17 U
0.3 J 1 J 0.59 J 0.02 U 0.02 U 0.1 U 0.1 U
0.1 J 0.3 J 0.45 J 0.02 U 0.02 U 0.14 J 0.07 U
22.5 29 33 2.6 J 0.49 J 2.2 J 2.4 J
336 719 605 11 6.1 J 14 16
2600 13600 4400 29 5.6 40 45
71 75 83 85 63 98 61
14 15 13 16 16 16 14
11.67 17.57 14.44 17.69 13.56 17.32 14.61
25.03 25.03 25.03 25.03 25.03 25.03 25.03
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U 1 0.24 U 0.6 J 0.24 U 0.4 J 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/2013 xxxx2013
MW8
Gold Hill Road CDLF 7/25/2013 Page 10 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
5.7 6.6 6 Missing 6.5 Missing 6.4
--- U --- U 0.14 U Missing 0.14 U Missing 0.04 J
0.8 J 5.4 J 1.1 J Missing 2.2 J Missing 2.3 J
38.9 J 113 J 32.2 J Missing 58.8 J Missing 54.8 J
0.1 J 0.7 U 0.14 J Missing 0.1 J Missing 0.12 J
2.7 J 3.3 J 1.8 J Missing 3.7 J Missing 3 J
3.8 J 12 4.5 J Missing 9.6 J Missing 7.4 J
2.4 J 13 3.7 J Missing 9.6 J Missing 5.6 J
3.4 J 22 2.7 J Missing 9.2 J Missing 6 J
--- U --- U 0.05 U Missing 0.05 U Missing 0.03 U
1.1 J 6.1 J 1 J Missing 2.7 J Missing 2.4 J
--- U 1.2 J 0.23 J Missing 0.2 U Missing 0.3 J
--- U 0.1 J 0.02 U Missing 0.02 U Missing 0.1 U
--- U 0.1 J 0.04 J Missing 0.08 J Missing 0.07 U
5.8 J 36 10.5 J Missing 23.5 J Missing 13.8 J
9.1 J 47 8.3 J Missing 19 Missing 16
144 81 119 Missing 143 Missing 173
13 19 8 Missing 17 Missing 9
--- U --- U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/2013 xxxx20133/29/2010 9/29/2010
SW1
Gold Hill Road CDLF 7/25/2013 Page 11 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
5.8 NM 6.8 Missing 6.7 6.9 6.6
--- U NM 0.29 J Missing 0.4 J 0.44 J 0.1 J
0.4 J NM 0.43 J Missing 0.86 J 0.78 J 0.6 J
28.9 J NM 19.1 J Missing 20.4 J 18.2 J 17.3 J
--- U NM 0.12 J Missing 0.04 J 0.04 J 0.05 J
1.2 J NM 0.2 J Missing 0.34 J 0.44 J 0.27 J
3.4 J NM 3.2 J Missing 6.9 J 5.9 J 3.5 J
1.5 J NM 0.7 J Missing 0.96 J 1.5 J 1 J
1.2 J NM 0.6 J Missing 1.7 J 2.4 J 1.6 J
--- U NM 0.05 U Missing 0.05 U 0.02 U 0.03 U
1.1 J NM 0.39 J Missing 1 J 1.2 J 0.8 J
--- U NM 0.2 U Missing 0.2 U 0.17 U 0.17 U
0.1 J NM 0.02 U Missing 0.02 U 0.1 U 0.1 U
--- U NM 0.02 U Missing 0.02 U 0.07 U 0.07 U
3.2 J NM 0.99 J Missing 2.4 J 2.7 J 2.3 J
5.8 J NM 6.6 J Missing 12 12 10
74 NM 160 Missing 122 98 109
12 NM 7 Missing 18 16 8
NM NM NM 0.77 U 0.77 U 0.77 U 0.77 U
NM NM NM 0.63 U 0.63 U 0.63 U 0.63 U
NM NM NM 0.67 U 0.67 U 0.67 U 0.67 U
NM NM NM 0.48 U 0.48 U 0.48 U 0.48 U
NM NM NM 0.24 U 0.24 U 0.24 U 0.24 U
NM NM NM 0.17 U 0.17 U 0.17 U 0.17 U
NM NM NM 9.06 U 9.06 U 9.06 U 9.06 U
NM NM NM 0.26 U 0.26 U 0.26 U 0.26 U
NM NM NM 0.23 U 0.23 U 0.23 U 0.23 U
NM NM NM 0.64 U 0.64 U 0.64 U 0.64 U
NM NM NM 0.23 U 0.23 U 0.23 U 0.23 U
NM NM NM 0.20 U 0.20 U 0.20 U 0.20 U
NM NM NM 0.20 U 0.20 U 0.20 U 0.20 U
NM NM NM 0.25 U 0.25 U 0.25 U 0.25 U
NM NM NM 2.21 U 2.21 U 2.21 U 2.21 U
NM NM NM 0.27 U 0.27 U 0.27 U 0.27 U
NM NM NM 0.25 U 0.25 U 0.25 U 0.25 U
NM NM NM 0.19 U 0.19 U 0.19 U 0.19 U
NM NM NM 0.22 U 0.22 U 0.22 U 0.22 U
NM NM NM 0.24 U 0.24 U 0.24 U 0.24 U
NM NM NM 0.27 U 0.27 U 0.27 U 0.27 U
NM NM NM 0.23 U 0.23 U 0.23 U 0.23 U
NM NM NM 0.21 U 0.21 U 0.21 U 0.21 U
NM NM NM 0.21 U 0.21 U 0.21 U 0.21 U
NM NM NM 0.24 U 0.24 U 0.24 U 0.24 U
NM NM NM 1.19 U 1.19 U 1.19 U 1.19 U
NM NM NM 0.23 U 0.23 U 0.23 U 0.23 U
NM NM NM 0.28 U 0.28 U 0.28 U 0.28 U
NM NM NM 0.25 U 0.25 U 0.25 U 0.25 U
NM NM NM 0.17 U 0.17 U 0.17 U 0.17 U
NM NM NM 1.57 U 1.57 U 1.57 U 1.57 U
NM NM NM 0.24 U 0.24 U 0.24 U 0.24 U
NM NM NM 0.26 U 0.26 U 0.26 U 0.26 U
NM NM NM 0.3 U 0.3 U 0.3 U 0.3 U
NM NM NM 0.22 U 0.22 U 0.22 U 0.22 U
NM NM NM 0.21 U 0.21 U 0.21 U 0.21 U
NM NM NM 0.68 U 0.68 U 0.68 U 0.68 U
NM NM NM 0.28 U 0.28 U 0.28 U 0.28 U
NM NM NM 0.19 U 0.19 U 0.19 U 0.19 U
NM NM NM 0.2 U 0.2 U 0.2 U 0.2 U
NM NM NM 0.26 U 0.26 U 0.26 U 0.26 U
NM NM NM 0.43 U 0.43 U 0.43 U 0.43 U
NM NM NM 0.39 U 0.39 U 0.39 U 0.39 U
NM NM NM 0.32 U 0.32 U 0.32 U 0.32 U
NM NM NM 0.34 U 0.34 U 0.34 U 0.34 U
NM NM NM 2.72 U 2.72 U 2.72 U 2.72 U
NM NM NM 0.42 U 0.42 U 0.42 U 0.42 U
NM NM NM 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
3/19/2013 xxxx20133/29/2010 9/29/2010 3/29/2011 9/21/2011
SW2
3/21/2012 9/11/2012
Gold Hill Road CDLF 7/25/2013 Page 12 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
6.7 6.9 6.7 NM 7 7.3 6.9
--- U 0.8 J 0.14 U NM 0.14 U 0.03 J 0.02 U
0.4 J 3.6 J 0.6 J NM 0.74 J 0.54 J 0.35 J
37.3 J 88.5 J 27.3 J NM 30.9 J 22.6 J 22 J
0.2 J 0.2 J 0.06 J NM 0.04 J 0.06 J 0.08 J
0.8 J 4.8 J 0.92 J NM 0.91 J 0.28 J 0.32 J
5.3 J 16 3 J NM 3.4 J 1.9 J 2.6 J
2 J 7.4 J 1.5 J NM 1.5 J 0.36 J 1 J
2.3 J 9.6 J 1.3 J NM 1.5 J 0.35 J 0.83 J
--- U ---0.05 U NM 0.05 U 0.02 U 0.03 U
1.3 J 5.7 J 1.1 J NM 1.3 J 2.2 J 1.2 J
--- U 0.9 J 0.38 J NM 0.2 U 0.34 J 0.17 U
0.1 J 0.1 J 0.02 U NM 0.02 U 0.1 U 0.1 U
--- U --- U 0.13 J NM 0.02 U 0.07 U 0.07 U
4.5 J 17.7 J 3.2 J NM 3.8 J 1.2 J 2.5 J
14 87 8.8 J NM 10 4.3 J 5.7 J
159 300 222 NM 219 208 193
13 19 9 NM 17 18 9
--- U 0.9 J 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U
2.4 J --- U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Permit #7606-CDLF-2001
Ground and Surface Water Monitoring Data
Table 2
3/19/2013 xxxx20133/29/2010 9/29/2010 3/29/2011 9/21/2011 3/21/2012 9/11/2012
SW3 Background
Gold Hill Road CDLF 7/25/2013 Page 13 of 14
Sampling Point:
Sample Date:
PH (field measurement)
Total Alkalinity
Chloride
Total Dissolved Residue
Sulfate
Antimony
Arsenic
Barium
Beryllium
Cadmium
Cobalt
Copper
Total Chromium
Iron
Manganese
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Turbidity
Conductivity uMho/cm (at 25c)
Temperature
Static Water Level
Well Depth
Chloromethane
Vinyl Chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
1,1-Dichloroethene
Acetone
Iodomethane
Carbon Disulfide
Methylene Chloride
trans-1,2-Dichloroethene
1,1-Dichloroethane
Vinyl Acetate
Cis-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Bromodichloromethane
Cis-1,3-Dichloropropene
4-Methyl-2-Pentanone
Toluene
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
2-Hexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2-Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Dichloro-2-Butene
Tetrahydrofuran
Color key:Exceeds SWSL but not 2L Exceeds 2L but not SWSL
Detected below SWSL Exceeds 2L and SWSL
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
NM NM NM NM NM NM NM
--- U --- U 0.77 U 0.77 U 0.77 U 0.77 U 0.77 U
--- U --- U 0.63 U 0.63 U 0.63 U 0.63 U 0.63 U
--- U --- U 0.67 U 0.67 U 0.67 U 0.67 U 0.67 U
--- U --- U 0.48 U 0.48 U 0.48 U 0.48 U 0.48 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 9.06 U 9.06 U 9.06 U 9.06 U 9.06 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.64 U 0.64 U 0.64 U 0.64 U 0.64 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.20 U 0.20 U 0.20 U 0.20 U 0.20 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 2.21 U 2.21 U 2.21 U 2.21 U 2.21 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.27 U 0.27 U 0.27 U 0.27 U 0.27 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 1.19 U 1.19 U 1.19 U 1.19 U 1.19 U
--- U --- U 0.23 U 0.23 U 0.23 U 0.23 U 0.23 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.25 U 0.25 U 0.25 U 0.25 U 0.25 U
--- U --- U 0.17 U 0.17 U 0.17 U 0.17 U 0.17 U
--- U --- U 1.57 U 1.57 U 1.57 U 1.57 U 1.57 U
--- U --- U 0.24 U 0.24 U 0.24 U 0.24 U 0.24 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.3 U 0.3 U 0.3 U 0.3 U 0.3 U
--- U --- U 0.22 U 0.22 U 0.22 U 0.22 U 0.22 U
--- U --- U 0.21 U 0.21 U 0.21 U 0.21 U 0.21 U
--- U --- U 0.68 U 0.68 U 0.68 U 0.68 U 0.68 U
--- U --- U 0.28 U 0.28 U 0.28 U 0.28 U 0.28 U
--- U --- U 0.19 U 0.19 U 0.19 U 0.19 U 0.19 U
--- U --- U 0.2 U 0.2 U 0.2 U 0.2 U 0.2 U
--- U --- U 0.26 U 0.26 U 0.26 U 0.26 U 0.26 U
--- U --- U 0.43 U 0.43 U 0.43 U 0.43 U 0.43 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
--- U --- U 0.32 U 0.32 U 0.32 U 0.32 U 0.32 U
--- U --- U 0.34 U 0.34 U 0.34 U 0.34 U 0.34 U
--- U --- U 2.72 U 2.72 U 2.72 U 2.72 U 2.72 U
--- U --- U 0.42 U 0.42 U 0.42 U 0.42 U 0.42 U
--- U --- U 0.39 U 0.39 U 0.39 U 0.39 U 0.39 U
Notes:
SWSL = Solid Waste Section Limit, a laboratory reporting limit established by NCDENR
2L Std. = groundwater protection standard based on 15A NCAC 2L except as denoted by *
* - denotes groundwater standard based on other criteria
Laboratory results in bold exceed the higher of NCAC 2L Standard or SWSL
ND = Not Detected above the Laboratory Reporting Limit
NE = Not Established NM = Not Measured
U = not detected above the laboratory method detection limit
J = Estimated value above laboratory method detection limit and below SWSL
Trip Blank
3/29/2011 9/21/2011 3/21/2012 9/11/2012 3/19/20133/29/2010 9/29/2010
Table 2
Ground and Surface Water Monitoring Data
Permit #7606-CDLF-2001
Gold Hill Road CDLF 7/25/2013 Page 14 of 14
Attachment 1 – Temporal Variation by Well
1

0
50000
100000
150000
200000
250000
300000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-10A
0
500
1000
1500
2000
2500
3000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
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/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-10A
0
50
100
150
200
250
300
350
400
450
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-10A
Attachment 1 – Temporal Variation by Well
2

0
5
10
15
20
25
30
35
40
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-10A
0
2
4
6
8
10
12
14
16
18
20
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-10A
0
0.5
1
1.5
2
2.5
3
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Be
Hg
Se
Ag
Tl
All values in ug/l MW-10A
Attachment 1 – Temporal Variation by Well
3

0
50000
100000
150000
200000
250000
300000
350000
400000
450000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-1
0
100
200
300
400
500
600
700
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-1
0
10
20
30
40
50
60
70
80
90
100
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-1
Attachment 1 – Temporal Variation by Well
4

0
5
10
15
20
25
30
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-1
0
1
2
3
4
5
6
7
8
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-1
0
0.2
0.4
0.6
0.8
1
1.2
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Be
Hg
Se
Ag
Tl
All values in ug/l MW-1All values in ug/l MW-1
Attachment 1 – Temporal Variation by Well
5

0
50000
100000
150000
200000
250000
300000
350000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-15
0
200
400
600
800
1000
1200
1400
1600
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-15
0
20
40
60
80
100
120
140
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-15
Attachment 1 – Temporal Variation by Well
6

0
5
10
15
20
25
30
35
40
45
50
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-15
0
2
4
6
8
10
12
14
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-10A
0
2
4
6
8
10
12
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Be
Hg
Se
Ag
Tl
All values in ug/l MW-10A
Attachment 1 – Temporal Variation by Well
7

0
50000
100000
150000
200000
250000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-16
0
2000
4000
6000
8000
10000
12000
14000
16000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-16
0
20
40
60
80
100
120
140
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-16
Attachment 1 – Temporal Variation by Well
8

0
5
10
15
20
25
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-16
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-16
0
0.5
1
1.5
2
2.5
3
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Be
Hg
Se
Ag
Tl
All values in ug/l MW-16
Attachment 1 – Temporal Variation by Well
9

0
20000
40000
60000
80000
100000
120000
140000
160000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-17
0
500
1000
1500
2000
2500
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-17
0
20
40
60
80
100
120
140
160
180
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-17
Attachment 1 – Temporal Variation by Well
10

0
5
10
15
20
25
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-17
0
1
2
3
4
5
6
7
8
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-17
0
0.5
1
1.5
2
2.5
3
3.5
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Be
Hg
Se
Ag
Tl
All values in ug/l MW-17
Attachment 1 – Temporal Variation by Well
11

0
50000
100000
150000
200000
250000
300000
350000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-18
0
1000
2000
3000
4000
5000
6000
7000
8000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-18
0
100
200
300
400
500
600
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-18
Attachment 1 – Temporal Variation by Well
12

0
5
10
15
20
25
30
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-18
0
5
10
15
20
25
30
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-18
0
5
10
15
20
25
30
35
40
45
1/
1
/
1
9
0
0
1/
2
/
1
9
0
0
1/
3
/
1
9
0
0
1/
4
/
1
9
0
0
1/
5
/
1
9
0
0
1/
6
/
1
9
0
0
1/
7
/
1
9
0
0
Be
Hg
Se
Ag
Tl
All values in ug/l MW-18All values in ug/l MW-18
Attachment 1 – Temporal Variation by Well
13

0
50000
100000
150000
200000
250000
300000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-19
0
200
400
600
800
1000
1200
1400
1600
1800
2000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-19
0
50
100
150
200
250
300
350
400
450
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-19
Attachment 1 – Temporal Variation by Well
14

0
5
10
15
20
25
30
35
40
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-19
0
1
2
3
4
5
6
7
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-19
0
0.5
1
1.5
2
2.5
3
3.5
1/
1
/
1
9
0
0
1/
2
/
1
9
0
0
1/
3
/
1
9
0
0
1/
4
/
1
9
0
0
1/
5
/
1
9
0
0
1/
6
/
1
9
0
0
1/
7
/
1
9
0
0
Be
Hg
Se
Ag
Tl
All values in ug/l MW-19
Attachment 1 – Temporal Variation by Well
15

0
50000
100000
150000
200000
250000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-4
0
50
100
150
200
250
300
350
400
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-4
0
10
20
30
40
50
60
70
80
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-4All values in ug/l MW-4
Attachment 1 – Temporal Variation by Well
16

0
5
10
15
20
25
30
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-4
0
0.5
1
1.5
2
2.5
3
3.5
4
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-4
0
0.1
0.2
0.3
0.4
0.5
0.6
1/
1
/
1
9
0
0
1/
2
/
1
9
0
0
1/
3
/
1
9
0
0
1/
4
/
1
9
0
0
1/
5
/
1
9
0
0
1/
6
/
1
9
0
0
1/
7
/
1
9
0
0
Be
Hg
Se
Ag
Tl
All values in ug/l MW-4
Attachment 1 – Temporal Variation by Well
17

0
10000
20000
30000
40000
50000
60000
70000
80000
90000
100000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Alk
Chl
TDS
Sulf
Fe
Mn
All values in ug/l MW-8
0
2000
4000
6000
8000
10000
12000
14000
16000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Turb
All values in ug/l MW-8
0
100
200
300
400
500
600
700
800
900
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Ba
Cu
Zn
All values in ug/l MW-8
Attachment 1 – Temporal Variation by Well
18

0
10
20
30
40
50
60
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Pb
V
Cr
All values in ug/l MW-8
0
10
20
30
40
50
60
70
80
90
100
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Co
As
Ni
Cd
All values in ug/l MW-8
0
1
2
3
4
5
6
7
8
9
10
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
Be
Hg
Se
Ag
Tl
All values in ug/l MW-8
Attachment 2 – Temporal Variation by Constituent
19

0
2000
4000
6000
8000
10000
12000
14000
16000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l TurbidityAll values in ug/l
0
2
4
6
8
10
12
14
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Arsenic
0
100
200
300
400
500
600
700
800
900
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Barium
Attachment 2 – Temporal Variation by Constituent
20

0
2
4
6
8
10
12
14
16
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Cadmium
0
2
4
6
8
10
12
14
16
18
20
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l ChromiumAll values in ug/l
0
2
4
6
8
10
12
14
16
18
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Cobalt
Attachment 2 – Temporal Variation by Constituent
21

0
10
20
30
40
50
60
70
80
90
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l CopperAll values in ug/l
0
10
20
30
40
50
60
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Lead
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Mercury
Attachment 2 – Temporal Variation by Constituent
22

0
10
20
30
40
50
60
70
80
90
100
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l All values in ug/l Nickel
0
0.5
1
1.5
2
2.5
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Silver
0
5
10
15
20
25
30
35
40
45
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Selenium
Attachment 2 – Temporal Variation by Constituent
23

0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Thallium
0
5
10
15
20
25
30
35
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l VanadiumAll values in ug/l
0
100
200
300
400
500
600
700
800
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l ZincAll values in ug/l
Attachment 2 – Temporal Variation by Constituent
24

0
50000
100000
150000
200000
250000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Alkalinity
0
2000
4000
6000
8000
10000
12000
14000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Chloride
0
50000
100000
150000
200000
250000
300000
350000
400000
450000
3/
1
/
2
0
1
0
9/
1
/
2
0
1
0
3/
1
/
2
0
1
1
9/
1
/
2
0
1
1
3/
1
/
2
0
1
2
9/
1
/
2
0
1
2
3/
1
/
2
0
1
3
M10A
MW1
MW15
MW16
MW17
MW18
MW19
MW4
MW8
All values in ug/l Total Dissolved Solids