WI0400176_Complete File - Historical_20130415

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION AND OPERATION OF A WELL FOR INJECTION
In accordance with the provisions of Article 7, Chapter 87; Article 21, Chapter 143, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Surry County Public Works
FOR THE CONSTRUCTION AND/OR OPERATION OF SEVEN (7) IN SITU
REMEDIATION/TR.ACER INJECTION WELLS, defined in Title 15A North Carolina
Administrative Code 2C .0209(5)(b)(viii), to inject EOS Pro, B-12, and sodium bromide tracer
for the enhanced bioremediation of chlorinated hydrocarbons. These well points will be located
at the Surry County Closed C&D and MSW Landfill, 237 Landfill Rd., Mt. Airy, Sung County,
NC 27030, and will be operated in accordance with the renewal application received February 4,
2013, and in conformity with the specifications and supporting data submitted March 25, 2013,
and April 10, 2013, all of which are filed with the Department of Environment and Natural
Resources and are considered a part of this permit.
This permit is for Construction and Operation only, and does not waive any provisions of the
Water Use Act or any other applicable Laws, Rules, or Regulations. Operation and use of an
injection well shall be in compliance with Title 15A North Carolina Administrative Code 2C
.0I00 and .0200, and any other Laws, Rules, and Regulations pertaining to well construction and
use.
This permit shall be effective, unless revoked, from the date of its issuance until March 31, 2018,
and shall be subject to the specified conditions and limitations set forth in Parts I through X
hereof.
Permit issued this the 15th day of April 2013.
Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission.
Permit No. WI0400176 PAGE 1 CF 7
ver. January 2013 UTC-51/5T

PART I - WELL CONSTRUCTION GENERAL CONDITIONS
I. The Permittee must comply with all conditions of this permit and with the standards and
criteria specified in Criteria and Standards Applicable to Injection Wells (15A NCAC 2C
.0200). Any noncompliance with conditions of this permit constitutes a violation of the
North Carolina Well Construction Act and is grounds for enforcement action as provided for
in N.C.G.S. 87-94.
2. This permit shall become voidable unless the facility is constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is valid only for construction of the number of injection wells described in the
application and other supporting data. Construction of additional injection wells must be
approved in advance by the Aquifer Protection Section.
4. Each injection well shall not hydraulically connect separate aquifers.
5. Each injection well shall be constructed in such a manner that water from land surface cannot
migrate into the gravel pack or well screen.
6. Each injection well shall be secured to reasonably insure against unauthorized access and
use. Each well shall be permanently labeled with a warning that it is for injection purposes
and the entrance to each well must be secured with a locking cap.
7. Each injection well shall be afforded reasonable protection against damage during
construction and use.
8. Each injection well shall have permanently affixed an identification plate.
PART H - WELL CONSTRUCTION SPECIAL CONDITIONS
1. At least forty-eight (48) hours prior to constructing each injection well, the Permittee shall.
notify the Aquifer Protection Section -Underground Injection Control (UIC) Central Office
staff, telephone number 919-807-6406, and the Winston-Salem Regional Office Aquifer
Protection Section Staff, telephone number 336-771-5000.
2. Bentonite grout shall not be used to seal any water -bearing zone with a chloride
concentration equal to or greater than 1,500 milligrams per liter. In areas where elevated
chloride levels are known to exist or are probable, such as coastal areas, chloride levels shall
be verified in the field to determine existing conditions.
Permit No, W10400176 PAGE 2 OF 7
per. January 2013 UIC-5115T

PART III - OPERATION AND USE GENERAL CONDITIONS
1. This permit is effective only with respect to the nature, volume of materials, rate of injection,
and number of injection wells as described in the application and other supporting data.
2. This permit is not transferable without prior notice to, and approval by, the Director of the
Division of Water Quality (Director). In the event there is a desire for the facility to change
ownership, or there is a name change of the Permittee, a formal permit amendment request
must be submitted to the Director, including any supporting materials as may be appropriate,
at least 34 days prior to the date of the change.
3. The issuance of this permit shall not relieve the Permittee of the responsibility of complying
with any and all statutes, rules, regulations, or ordinances that may be imposed by other
local, state, and federal agencies having jurisdiction. Furthermore, the issuance of this permit
does not imply that all regulatory requirements have been met.
PART IV - PERFORMANCE STANDARDS
1. The injection facility shall be effectively maintained and operated at all times so that there is
no contamination of groundwater which will render it unsatisfactory for normal use.
2. In the event that the facility fails to perform satisfactorily, including the creation of nuisance
conditions or failure of the injection zone to adequately assimilate the injected fluid, the
Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality such as the repair, modification, or abandonment
of the injection facility.
The Permittee shall be required to comply with the terms and conditions of this permit even
if compliance requires a reduction or elimination of the permitted activity.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwater resulting from the operation of this facility.
PART V _ OPERATION AND MAINTENANCE REQUIREMENTS
1. The injection facility shall be properly maintained and operated at all times.
The Permittee must notify the Division and receive prior written approval from the Director
of any planned alterations or additions in the permitted facility or activity not specifically
authorized by the permit.
3. At least forty-eight (48) hours prior to the initiation of the operation of the facility for
injection, the Permittee must notify by telephone the Aquifer Protection Section-UIC, Central
Office staff, telephone number 919-807-6406 Notification is required so that Division staff
can inspect or otherwise review the injection facility and determine if it is in compliance with
permit conditions.
Permit No. WI0400176 PAGE 3 OF 7
ver. January 20I3 UIC-5I15T

PART VI - INSPECTIONS
1. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises, or place on
or related to the injection facility at any reasonable time for the purpose of determining
compliance with this permit, may inspect or copy any records that must be maintained under
the terms and conditions of this permit, and may obtain samples of groundwater, surface
water, or injection fluids.
2. Department representatives shall have reasonable access for purposes of inspection,
observation, and sampling associated with injection and any related facilities as provided for
in N.C.G.S. 87-90.
3. Provisions shall be made for collecting any necessary and appropriate samples associated
with the injection facility activities.
PART VII - MONITORING AND REPORTING REQUIREMENTS
1. The proposed monitoring plan of collecting groundwater samples semiannually, which is
included in the application, shall be followed. Any additional monitoring, including
groundwater, surface water, or soil sampling, deemed necessary by the Division of Water
Quality to ensure surface water and groundwater protection may be established and an
acceptable sampling reporting schedule shall be followed.
2. All sample results shall be submitted to the Aquifer Protection Section's Winston-Salem
Regional Office and the Raleigh Central Office. Monitoring reports shall include, at a
minimum, analytical data and an update on the status and location of monitoring and
injection wells. Well locations may be given in a table with the name and geographic
coordinates or shown on an updated version of the surveyor's base map.
3. Within 30 days of completion of well construction, a complete Well Construction Record
(Form GW-1) shall be submitted to the addresses specified in Part VII.6 below.
4. The Permittee shall submit an Injection Event Record within 30 days of completing each
injection.
5. The Permittee shall submit a final project evaluation within 9 months after completing all
injection -related activity associated with this permit or produce an interim evaluation while
submitting a renewal application for this permit. Both the final project evaluation and
interim evaluation shall contain historical monitoring data and updated contaminant plume
and potentiometric surface maps. Please note:
Prior to closing this pennit, the Permittee must meet pre -injection concentrations of the
injection constituents; otherwise continued monitoring will be required until such Ievels
can be established.
Permit No. W10400176 PAGE 4 OF 7
per. January 2013 UIC-5I15T

6. All monitoring results, forms, and reports required in this Part shall be submitted to:
UIC Program Staff DWQ - Aquifer Protection Section
DWQ — Aquifer Protection Section and Winston-Salem Regional Office
1636 Mail Service Center 585 Waughtown Street
Raleigh, NC 27699-1636 Winston-Salem, NC 27107
7. The Permittee shall report by telephone, within 48 hours of the occurrence or first knowledge
of the occurrence, to the Winston-Salem. Regional Office, telephone number 336-771-5000
any of the following:
(A)Any occurrence at the injection facility which results in any unusual operating
circumstances;
(B)Any failure due to known or unknown reasons, that renders the facility incapable of
proper injection operations, such as mechanical or electrical failures.
8. Where the Permittee becomes aware of an omission of any relevant facts in a permit
application, or of any incorrect information submitted in said application or in any report to
the Director, the relevant and correct facts or information shall be promptly submitted to the
Director by the Permittee.
9. In the event that the permitted facility fails to perform satisfactorily, the Permittee shall take
such immediate action as may be required by the Director.
PART V1111- PERMIT RENEWAL
In order to continue uninterrupted legal use of the injection facility for the stated purpose, the
Permittee must submit an application to renew the permit 120 days prior to its expiration date.
PART IX - CHANGE OF WELL STATUS
1. The Permittee shall provide written notification within 15 days of any change of status of an
injection well. Such a change would include the discontinued use of a well for injection. If a
well is taken completely out of service temporarily, the Permittee must install a sanitary seal.
If a well is not to be used for any purpose that well must be permanently abandoned
according to 15A NCAC 2C .0240, Well Construction Standards.
2. When operations have ceased at the facility and a well will no longer be used for any
purpose, the Permittee shall abandon that injection well in accordance with the procedures
specified in 15A NCAC 2C .0240, including but not limited to the following:
(A)All casing and screen materials may be removed prior to initiation of abandonment
procedures if such removal will not cause or contribute to contamination of the
groundwaters.
(B) The entire depth of each well shall be sounded before it is sealed to insure freedom
from obstructions that may interfere with sealing operations.
Permit No. WI0400176
ver. January 2013
UtC-5I15T
PAGE 5 OF 7

(C) The weII shall be thoroughly disinfected, prior to sealing, if the Director determines
that failure to do so could lead to the contamination of an underground source of
drinking water.
(D) Drilled wells shall be completely filled with cement grout or bentonite grout, which
shall be introduced into the well through a pipe which extends to the bottom of the
well and is raised as the well is filled.
(E) In the case of gravel -packed wells in which the casing and screens have not been
removed, neat -cement, or bentonite grout shall be injected into the well completely
filling it from the bottom of the casing to the top.
(F) In those cases when, as a result of the injection operations, a subsurface cavity has
been created, each well shall be abandoned in such a manner that will prevent the
movement of fluids into or between underground sources of drinking water and in
accordance with the terms and conditions of the permit.
(G) The Permittee shall submit a Well Abandonment Record (Form GW-30) as specified
in 15A NCAC 2C .0225(k)(1)(A) within 30 days of completion of abandonment.
3. The written documentation required in Part IX (1) and (2) (G) shall be submitted to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART X — WORKER PRECAUTIONS DURING APPLICATION
1. Some effects reported to be associated with the product proposed to be used are as follows:
eye, skin, nose, throat, and lung irritation. If the product is released into the environment in a
way that could result in a suspension of fine solid or liquid particles (e.g., grinding, blending,
vigorous shaking or mixing), then proper personal protective equipment should be used. The
application process should be reviewed by an industrial hygienist to ensure that the most
appropriate personal protective equipment is used.
2. Persons working with these products should wear goggles or a face shield, gloves, and
protective clothing_ Face and body protection should be used for anticipated splashes or
sprays.
3. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should not be
permitted in the application area during or immediately following application.
4. Safety controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
5. The Material Safety Data Sheets should be followed to prevent incompatible or adverse
Permit No. WI0400176 PAGE 6 ❑F 7
►'er. January 2013 U[C-5I15T

reactions and injuries.
Permit No. W10400176 PAGE 7 QF 7
ver. January 2013 UIC-5115T

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION AND OPERATION OF A WELL FOR INJECTION
In accordance with the provisions of Article 7, Chapter 87; Article 21, Chapter 143, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Surry County
FOR THE CONSTRUCTION AND OPERATION OF 7 TYPE 5I INJECTION WELLS, defined
in Title 15A North Carolina Administrative Code 2C .0209(e)(3)(C), to inject emulsified edible
oil substrate (EOS 5981342), DHC microbial consortium (BAC-9), and sodium bromide for the
bioremediation of chlorinated hydrocarbons and aromatic hydrocarbons. These injection
wells/points will be located at the Surry County C&D Over MSW Landfill, 237 Landfill Road,
Mt. Airy, Surry County, North Carolina, and will be operated in accordance with the application
submitted March 23, 2011, and in conformity with the specifications and supporting data
contained therein, all of which are filed with the Department of Environment and Natural
Resources and are considered a part of this permit.
This permit is for Construction and Operation only, and does not waive any provisions of the
Water Use Act or any other applicable. Laws, Rules, or Regulations. Operation and use of an
injection well shall be in compliance with Title 15A North Carolina Administrative Code 2C
.0100 and .0200, and any other Laws, Rules, and Regulations pertaining to well construction and
use.
This permit shall be effective, unless revoked, from the date of its issuance until April 30, 2013,
and shall be subject to the specified conditions and limitations set forth in Parts I through X
hereof.
Permit issued this the 6th day of May, 2011.
Lor Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Envirom-rental Management Commission.
Permit No. NV10400176 PAGE 1 OF 7
ver. March 2011 APUC-6

PART I - WELL CONSTRUCTION GENERAL CONDITIONS
1. The Permittee must comply with all conditions of this permit and with the standards and
criteria specified in Criteria and Standards Applicable to Injection Wells (15A NCAC 1C
.0200). Any noncompliance with conditions of this permit constitutes a violation of the
North Carolina Well Construction Act and is grounds for enforcement action as provided for
in N.C.&S. 87-94.
2. This permit shall become voidable unless the facility is constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is valid only for construction of the number of injection wells described in the
application and other supporting data. Construction of additional injection wells must be
approved in advance by the Aquifer Protection Section,
4. Each injection well shall not hydraulically connect separate aquifers.
5. Each injection well shall be constructed in such a manner that water from land surface cannot
migrate into the gravel pack or well screen.
6. Each injection well shall be secured to reasonably insure against unauthorized access and
use. Each well shall be permanently labeled with a warning that it is for injection purposes
and the entrance to each well must be secured with a locking cap.
7. Each injection well shall be afforded reasonable protection against damage during
construction and use.
8. Each injection well shall have permanently affixed an identification plate.
9. Within 30 days of completion of well construction, a completed Well Construction Record
(Form GW-1) must be submitted for each injection well to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART II - WELL CONSTRUCTION SPECIAL CONDITIONS
1. A new monitor well shall be installed between Injection Well IW-1 and Stoney Creek to
monitor the injection at Injection Well IW-1.
2. At least forty-eight (48) hours prior to constructing each new injection well or new monitor
well, the Pennittee shall notify the Aquifer Protection Section -Underground Injection
Control (UIC) Central Office staff, telephone number 919-715-6I62 and the Winston-Salem
Regional Office Aquifer Protection Section Staff., telephone number [phone].
Permit No. WI0400176 PAGE f OF 7
ver. March 2011 AP/UIC-6

PART III - OPERATION AND USE GENERAL CONIDITIONS
1. This permit is effective only with respect to the nature, volume of materials, rate of injection,
and number of injection wells as described in the application and other supporting data.
2. This permit is not transferable without prior notice to, and approval by, the Director of the
Division of Water Quality (Director), In the event there is a desire for the facility to change
ownership, or there is a name change of the Permittee, a formal permit amendment request
must be submitted to the Director, including any supporting materials as may be appropriate,
at Ieast 30 days prior to the date of the change.
3. The issuance of this permit shall not relieve the Permittee of the responsibility of complying
with any and all statutes. rules, regulations, or ordinances which may be imposed by other
local, state, and federal agencies which have jurisdiction. Furthermore, the issuance of this
permit does not imply that all regulatory requirements have been met.
PART IV - PERFORMANCE STANDARDS
1. The injection facility shall be effectively maintained and operated at all times so that there is
no contamination of groundwater which will render it unsatisfactory for normal use. In the
event that the facility fails to perform satisfactorily, including the creation of nuisance
conditions or failure of the injection zone to adequately assimilate the injected fluid, the
Permittee shall take immediate corrective actions including those actions that may be
required by the Division of Water Quality such as the repair, modification, or abandonment
of the injection facility.
2. The Permittee shall be required to comply with the terms and conditions of this permit even
if compliance requires a reduction or elimination of the permitted activity.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwater resulting from the operation of this facility.
PART V - OPERATION AND MAINTENANCE REQUIREMENTS
1. The injection facility shall be properly maintained and operated at all times.
2. The Permittee must notify the Division and receive prior written approval from the Director
of any planned alterations or additions in the permitted facility or activity not specifically
authorized by the permit.
3. At least forty-eight (48) hours prior to the initiation of the operation of the facility for
injection, the Permittee must notify by telephone the Aquifer Protection Section-UIC, Central
Office staff, telephone number 919-715-6162. Notification is required so that Division staff
can inspect or otherwise review the injection facility and determine if it is in compliance with
permit conditions.
Permit No. W10400176 PAGE 3 OF 7
ver. March 2011 AP'L'IC-6

PART VI - INSPECTIONS
1. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises, or place on
or related to the injection facility at any reasonable time for the purpose of determining
compliance with this permit, may inspect or copy any records that must be maintained under
the terms and conditions of this permit, and may obtain samples of groundwater, surface
water, or injection fluids.
2. Department representatives shall have reasonable access for purposes of inspection,
observation, and sampling associated with injection and any related facilities as provided for
in N.C.G.S. 87-90.
3. Provisions shall be made for collecting any necessary and appropriate samples associated
with the injection facility activities.
PART VII - MONITORING AND REPORTING REQUIREMENTS
The proposed monitoring plan included in the application shall be followed, along with
monitoring the quality of the surface water, for the same parameters as groundwater and on
the same schedule, at a downstream location on Stoney Creek. All sample results shall be
submitted to the Aquifer Protection Section's Winston-Salem Regional Office and the
Raleigh Central Office. Any monitoring (including groundwater, surface water, or soil
sampling) deemed necessary by the Division of Water Quality to ensure surface and round
water protection, will be established and an acceptabie sampling reporting schedule shall be
followed.
2. The Permittee shall submit an Injection Event Record within 34 days of completing each
injection.
3. The Permittee shall produce a final project evaluation within 9 months after completing all
injection -related activity associated with this permit or produce a project interim evaluation
before submitting a renewal application for this permit. This document shall assess the
injection projects findings in a written summary. The final project evaluation shall also
contain monitoring well sampling data, contaminant plume maps and potentiometric surface
maps.
4. The monitoring results and the final project evaluation shall be submitted to:
and to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section
DENR-DWQ Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Permit No. W10400176 PAGE 4 OF 7
ver. March 2011 AP/MC-6

5. The Permittee shall report by telephone, within 48 hours of the occurrence or first knowledge
of the occurrence, to the Winston-Salem Regional Office, telephone number [phone].
any of the following:
(A) Any occurrence at the injection facility which results in any unusual operating
circumstances;
(B) Any failure due to known or unknown reasons, that renders the facility incapable of
proper injection operations, such as mechanical or electrical failures.
b, Where the Permittee becomes aware of an omission of any relevant facts in a permit
application, or of any incorrect information submitted in said application or in any report to
the Director, the relevant and correct facts or information shall be promptly submitted to the
Director by the Permittee.
7. In the event that the permitted facility fails to perform satisfactorily, the Permittee shall take
such immediate action as may be required by the Director.
In order to continue uninterrupted legal use of the injection facility for the stated purpose, the
Permittee must submit an application to renew the permit 120 days prior to its expiration date.
1. The Permittee shall provide written notification within 15 days of any change of status of an
injection well. Such a change would include the discontinued use of a well for injection, If
well is taken completely out of service temporarily, the Permittee must install a sanitary seal.
If a well is not to be used for any purpose that well must be permanently abandoned
according to 15A NCAC 2C .0214, Well Construction Standards.
2. When operations have ceased at the facility and a well will no longer be used for any
purpose, the Permittee shall abandon that injection well in accordance with the procedures
specified in 15A NCAC 2C .0214, including but not limited to the following:
(A)AII casing and screen materials may be removed prior to initiation of abandonment
procedures if such removal will not cause or contribute to contamination of the
groundwaters.
(B) The entire depth of each well shall be sounded before it is sealed to insure freedom
from obstructions that may interfere with sealing operations.
(C) The well shall be thoroughly disinfected, prior to sealing, if the Director determines
that failure to do so could lead to the contamination of an underground source of
drinking water.
(D)Drilled wells shall be completely filled with cement grout or bentonite grout, which
shall be introduced into the well through a pipe which extends to the bottom of the
Permit No. W10400I76 PAGE 5 OF ``
ver. March 2011 AWL11C-6

well and is raised as the well is filled.
(E) In the case of gravel -packed wells in which the casing and screens have not been
removed, neat -cement, or bentonite grout shall be injected into the well completely
filling it from the bottom of the casing to the top.
(F) In those cases when, as a result of the injection operations, a subsurface cavity has
been created, each well shall be abandoned in such a manner that will prevent the
movement of fluids into or between underground sources of drinking water and in
accordance with the terms and conditions of the permit.
(G)The Permittee shall submit a Well Abandonment Record (Form GW-30) as specified
in 15A NCAC 2C .0213(h)(1 ) within 30 days of completion of abandonment.
3. The written documentation required in Part IX (1) and (2) (G) shall be submitted to;
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh. NC 27699-1636
PART X — WORKER PRECAUTIONS DURING APPLICATION
Some effects reported to be associated with the product proposed to be used are as follows:
eye. skin, nose, throat, and lung irritation. If the product is released into the environment in a
way that could result in a suspension of fine solid or liquid particles (e.g., grinding, blending,
vigorous shaking or mixing), then proper personal protective equipment should be used. The
application process should be reviewed by an industrial hygienist to ensure that the most
appropriate personal protective equipment is used. Sodium Bromide has been known to cause
drowsiness, irritability, dizziness, skin rashes, decreased blood pressure, increased heart rate,
difficulty breathing, nausea, vomiting, and eye irritation. In addition, Sodium Bromide may
also cross the placenta and may be detected in milk of nursing mothers. Case reports suggest
that prenatal exposure may cause growth retardation, craniofaciat abnormalities, and
developmental delay.
2. The microorganisms in BAC-9 are naturally found in soil. These microorganisms are not
ordinarily associated with infection in healthy humans (except through an existing wound),
However, these microorganisms may cause infection in the young, aged, and
immunocompromised such as individuals with AIDS, cancer, hepatitis, or with individuals
following dialysis or surgical procedures. In addition, some of the ingredients within the
BAC-9 product have been known to cause eye, skin, and lung irritation.
3. Be aware that mixing potassium with some of the metal and acid ingredients listed in BAC-9
has been reported to be possibly explosive. Care should be taken to review the MSDS sheets
for each ingredient listed to ensure that there will be no explosive hazard.
4. Persons working with these products should wear goggles or a face shield, gloves, and
protective clothing. Face and body protection should be used for anticipated splashes or
sprays.
Pernut?vo. W10400176 PAGE 6 OF 7
tier. March 2011 AP/LrIO_6

• 5. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should not be
permitted in the application area during or immediately following application.
6. Safety controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
7. The Material Safety Data Sheets should be followed to prevent incompatible or adverse
reactions and injuries.
8. Access to the area of application should be limited to the workers applying the product. In
order to minimize exposure to unprotected individuals, measures should be taken to prevent
access to the area of application.
9. Measures should be taken to prevent contamination of this product to nearby wells and water
bodies.
Permit No. W10400176
ver. March 2011
APIUIC-6
PAGE 7 GE 7

DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
April 29, 2011
PERMIT ISSUANCE MEMO
TO: Debra Watts
THROUGH: Thomas Slusser I�
FROM: David Goodrich
RE: Permit To Inject EOS 598B42, BAC-9, and Sodium Bromide
Surry County C&D Over MSW Landfill
I recommend that Permit Number WI0400176 be issued to Surry County Public Works to inject EOS 598B42,
BAC-9, and Sodium Bromide to remediate soils and groundwater contaminated with chlorinated hydrocarbons
and aromatic hydrocarbons.
SITE DESCRIPTION The subject site is a closed and capped, unlined construction and demolition landfill for
the county which closed in May of 2008, Gas venting has taken place over portions of the landfill area, and no
groundwater remediation activities have been performed.
HYDROGEOLOGIC DESCRIPTION The site is situated in the western portion of the Piedmont
physiographic province. The bedrock structure is known as the Smith River Allochthon, composed of highly
metamorphosed and igneous bedrock. Overburden unconsolidated material at the site has a thickness which
varies from fifteen feet to ninety feet. Groundwater occurs primarily in the fractured bedrock. The hydraulic
gradient is variable with an estimated range of 0.04 to 0.20 ft/ft, and an estimated average groundwater velocity
in the saprolite of 149 feet per year. Groundwater velocities in the fractured bedrock would be expected to be
much higher than this value.
EXTENT OF CONTAMINATION The affected area is at least 3,300 feet long by 1,500 wide, and the
entire saturated thickness of the shallow aquifer unit is believed to be impacted, as noted in Plates 7A through
7J. Groundwater volumes in the fractured underlying bedrock are difficult to estimate, but assigning an
equivalent hydraulic thickness of 10 feet of unconsolidated porous media to the underlying fractured bedrock
would result in an affected volume of approximately 4,650,000 cubic feet of ground water.
PROPOSED INJECTION Three types of injectant will be used. The first substance (EOS) will serve
primarily as a food nutrient source and microbial enrichment for the second substance (BAC), which is a
mixture of natural anaerobic microbes and enzymes that will accelerate the destruction of the contaminant
hydrocarbons. The third substance, Sodium Bromide, will serve as a tracer to confirm the degree of travel
experienced by the first two injectants within the aquifer. Seven permanent injection wells (six of them already
exist) will be used for the staged injections of these three substances. There will be four injection events that will
be approximately 12 months apart. The anticipated volume of injectant will be approximately 1,440 gallons of
solution per injection point per injection event (10,080 gallons total per event). The total volume of injected
mixture for all four events will be less than 0.1 % of the volume of impacted ground water.
HOW IT WORKS The nutrients are injected first to provide a favorable environment for the propagation
of the anaerobic microbes and enzymes that are to be injected in the next phase to reductively de -chlorinate the
target contaminants. These microbes and enzymes are naturally occurring in the soil, and serve to break down
the contaminant hydrocarbons which are present in the soil and groundwater environments.

MON(TORING Monitoring will be expanded from the scope proposed by the applicant. The expansion
consists of concurrently monitoring the adjacent stream for the parameters listed below. The monitoring will
entail monitoring wells MW-17, MW-19, and MW-22 for IW-1 injection, and monitoring wells MW-12S, MW-
12D, MW-13, and MW-18 for IW-2 injection in Phase 1. Monitoring for Phase H will entail monitoring wells
MW-3R and MW-16 for IW-3 injection, monitoring wells MW-14, MW-21, and MW-23 for IW-4 infection,
and monitoring wells MW-15 and MW-19 for IW-5 injection. Monitoring for Phase III will entail the
monitoring of MW-7, MW-9, and MW-20, with MW-1 being used as a background well for the first three
Phases. Four additional wells are planned for monitoring, and will be constructed in undetermined locations.
The wells will be monitored for four quarters quarterly, then semi-annually for the following two years. The
monitored parameters will be VOCs, Metals, Sulfate, Chloride, Total Alkalinity, BOD, TOC, pH. ORP,
temperature, and conductivity.
EPIDEMIOLOGY On October 28, 2003, January 18, 2008, and August 7, 2000, the DHHS' Epidemiology
Branch provided continents on EOS, BAC-9, and Sodium Bromide, respectively, for groundwater remediation_
Dr. Luanne K. Williams did not present any information that would preclude the use of these products for
injection, but did provide a health risk analysis and worker safety precautions, which are in Part X of the
attached permit.
REGIONAL OFFICE COMMENTS Shuying Wang of the Winston-Salem Regional Office recommends issuance
of this permit. The surface water monitoring that was recommended by the Regional Office is being included in
the permit. The additional groundwater monitoring well that was recommended by the Regional Office is not
being included in the permit, as the groundwater monitoring coverage proposed by the applicant appears to be
adequate.

North Carolina Department of Environmental Quality — Division of Water Resources
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation (15A NCAC 02C .)225) / Tracer Injection (I sA NCAC 02C .02291
Do not use this form for the following:
• In -situ remediation, tracer, or aquifer test injection wells permitted by rule (ref 15A _ C" 02C .0217)
• remediation systems that reinject treated contaminated groundwater (Non -discharge) (ref. 15A NCAC 02T .1600)
Permit Number (to be completed by DWR): WI
I. APPLICATION INFORMATION
1. Project is: [ ] New [ 7 Modification [X ] Renewal without modification [ ] Renewal with modification
2. If this application is being submitted for Renewal and/or Modification to an existing permit, provide:
(a.) Existing permit number W10400176 Issued Date: 4/I5/13 & Expiration Date: 3/31/18
For all Renewals, submit a status report including monitoring results ofall injection activities to date.
For Renewal without modification only, fill out sections 1 & H only, sign the certification on the last page of this
fornr,
and obtain the property owner's signature to indicate consent (f the applicant is not the owner).
II. WELL OWNER(S)/PERMIT APPLICANT (generally the responsible party)
1. Name(s):SORRY COUNTY LANDFILL
2. Signing Official's Name*:DENNIS BLEDSOE Title:Public Works Director
* Signing Official most be in accordance with instructions in Part X on page 5.
3. Mailing address of Permittee/Applicant: PO Box 342
City: DOBSON State: NC Zip: 27017
4. Telephone number: Email:
5. Status (choose one): Individual Business/Org. Federal State X County Municipality
.LUEIVEUINCUEUJu�
III. PROPERTY OWNER(S) (if different than well owners) MAY i 8 Z04,d
1. Name(s):
Uaer Qualivi
2. Mailing address:
City: State: Zip:
Telephone number:
Emai I:
IV. PROJECT CONTACT — (generally the environmental/engineering consultant).
1. Name: JONATHAN PFOHL Title: SENIOR ENVIRONMENTAL SPECIALIST
2. Company: MUNICIPAL ENGINEERING SERVICES CO, PA
3. Address: PO BOX 97
4. City: GARNER State: NC Zip: 27529
5. Telephone number: 919.772.5393 Email: 3PFOHL(g,MESCO.COM
In -.Situ Groundwater Remediation Application Rev. 8-28-2017 Page 1 of 6

V. FACILITY INFORMATION
1. Facility name:
2. Physical address:
City:
3. Geographic Coordinates
4. Brief description of busine
No. if availabi
County:
Latitude: Longitude:
Reference Datum: Acc
Method of Collection (i.e., Google Earth, GPS, etc.):_
VI. INCIDENT DESCRIPTION
1. Source and date of contamination:
uracy:
2. List all contaminants present in soils or groundwater at the site (contaminants maybe listed in groups, e.g., gasoline,
diesel, jer fuel, freed oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
[ ] Yes if yes, list maximum measured separate phase thickness: feet
[ ] No If no, list maximum concentration of total VOCs observed at site: ppb
4. Agency managing the contamination incident:
[ ] UST Section [ ] Superfund Section (including REC Program and DSCA sites)
[ ] DWR Aquifer Protection Section [ ] Solid Waste Section
[ ] Hazardous Waste Section [ ] Other:
5. Incident manager's name: Phone No.:
C. Incident number or other incident mgmt. agency tracking number:
VII. PERMITS
List all applicable permits or construction approvals issued for the facility or incident:
1. Previous or other UIC permits issued by DWR (e.g., NOis)
2. Other Non -Discharge or NPDES permit issued by DWR:
3. County or DEH subsurface wastewater disposal permits:
4. Hazardous waste management or other environmental permits required by state or federal law:.
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 2 of 6

YIII. INJECTION SUMMARY
1. Dist all proposed injeclants/additives.
NOTE: Only injeclants approved by the epidemiology section of the NC Division oj'Public Health, Department
of Health and Human Services can be injected. Approved injeclants can be found online at
httD://deQ.nc. Lrov/about/divisions/water-resources/water-resources-permits/wastewater-branc h/p-round-water-
protection/ground-water-approved-inieetants.
All other substances must be reviewed by the DHHS prior to use.
Contact the UIC Program
for more info (9I9-807-6496) if you wish to get approval for a different additive.
However, please note it may take 3 months or longer.
Injectant:
Total Amt. to be injected (gal)/event
Injectant:
Total Amt. to be injected (gal)/event
Injectant:
Total Amt. to be injected (gal)/event
Injectant:
Total Amt. to be injected (gal)/event
Injectant:
Total Amt. to be injected (gal)/event
2. Number of separate injection events: Duration of Event:
3. Estimated Injection rate per well:
gallons per minute (GPM)
4. Estimated Injection pressure: pounds/square inch (PSI)
5. Temperature at point of injection OF
6. Injection will he via:
( Existing well(s); Total No.: : Well Type (DPT, Permanent, etc.):
( Proposed well(s); Total No_: : Well Type (DPT, Permanent, etc.):
7. NC Certified Well Drilling Contractor's Name (if
NC Well Contractor Certification No.:
8. Date to be constructed if proposed: (attach GW-I s for existing injection wells)
9. Screened interval/Injection interval of injection wells:
Depth from to feet below land surface (BLS)(if multiple intervals, indicate shallowest
to deepest depth)
10. Well casing (leave blank ifGeoprobest):
Type: ( PVC ( Stainless steel( Other:_
Casing depth: to ft. BLS
Type: ( PVC ( Stainless steel( Other:_
Casing depth: to ft. BLS
11. Grout (leave blank if Geoprobes):
Type: ( Cement ( Bentonite ( Other:
Grout depth: to ft. BLS
Type: ( Cement ( Bentonite ( Other:
Grout depth: to ft. BLS
In -Sim Groundwater Remediation Application Rev. 8-28-2017 Page 3 of 6

IX. ATTACHMENTS — provide the following information in separate attachments. The attachments should be
clearly identified and presented in the order below to expedite review of the permit application package.
I. INJECTION ZONE — Per I5A NCAC 02t_ .0225(e)(2), specify the horizontal and vertical portion of the subsurface within
which the proposed injection activity will take place and beyond which no violations of groundwater quality standards
shall result from the injection as determined by an approved monitoring plan. The determination shall be based on the
hydraulic properties of the specified zone. Provide any supporting documentation in a separate attachment.
Z. HYDROGEOLOGIC EVALUATION — Per 15A NCAC 02C .0225(c)t3j. provide a hydrogeologic evaluation of the
injection zone that includes all of the following:
(A) Regional and local geology and hydrology;
(B) Changes in lithology underlying the facility;
(C) Depth to bedrock;
(D) Depth to the mean seasonal high water table;
(E) Hydraulic conductivity, transmissivity, and storativity, of the injection zone based on tests of site -specific
material, including a description of the test(s) used to determine these parameters;
(F) Rate and direction of groundwater flow as determined by ,predictive calculations or computer modeling; and
(G) Lithostratigraphic and hydrostratigraphic logs of any existing test and injection wells.
3. INJECTAOT INFORMATION — Per 15A NCAC' 02C .0225(e)[51, provide information on each injectant as indicated below:
(A) MSDS, concentration at the point of injection, and percentage if present in a mixture with other injectants;
(B) The source of fluids used to dilute, carry, or otherwise distribute the injectant throughout the injection zone. If
any well within the area of review of the injection facility is to be used as the fluid source, then the following
information shall be submitted: Iocation/lD number, depth of source, formation, rock/sediment type, and a
chemical analysis of the water from the source well, including analyses for all contaminants suspected or
historically recognized in soil or groundwater on the site;
(C) A description of the rationale for selecting the injectants and concentrations proposed for injection, including an
explanation or calculations of how the proposed injectant volumes and concentrations were determined;
(D) A description of the reactions between the injectants and the contaminants present including specific breakdown
products or intermediate compounds that may be formed by the injection;
(E) A summary of results if modeling or testing was performed to investigate the injectant's potential or susceptibility
for biological, chemical, or physical change in the subsurface; and
(F) An evaluation concerning the development of byproducts of the injection process, including increases in the
concentrations of naturally occurring substances. Such an evaluation shall include the identification of the specific
byproducts of the injection process, projected concentrations of byproducts, and areas of migration as determined
through modeling or other predictive calculations.
4. INJECTION PROCEDURE — Per 15A NCAC 02C .0225teK61. submit a table with a detailed description of the proposed
injection procedure that includes the following:
(A) The proposed average and maximum daily rate and quantity of injectant;
(B) The average maximum injection pressure expressed in units of pounds per square inch (psi); and
(C) The total or estimated total volume to be injected.
In -Situ Groundwater Rcmediation AppIieati«n Rev. 8-28-2017 Page 4 of 6

5. FRACTURING PLAN (if applicable) — Per 15A NCAC 02C .0225(e)sl7. submit a detailed description of the fracturing plan
that includes the following:
(A) Material Safety Data Sheets of fracturing media including information on any proppants used;
(B) a map of fracturing well locations relative to the known extent of groundwater contamination plus all buildings,
wells, septic systems, underground storage tanks, and underground utilities located within the Area of Review;
(C) a demonstration that buildings, wells, septic systems, underground storage tanks, and underground utilities will
not be adversely affected by the fracturing process;
(D) injection rate and volume;
(E) orientation of bedding planes, joints, and fracture sets of the fracture zone;
(F) performance monitoring plan for determining the fracture well radius of influence; and
(G) if conducted, the results of geophysical testing or pilot test of fracture behavior conducted in an uncontaminated
area of the site.
6. WELL CONSTRUCTION DETAILS — Per 15A NCAC' o2C .0225 r 8 submit the following information in tabular or
schematic form as appropriate for each item:
(A) number and depth of injection wells;
(B) number and depth of borings if using multi -level or "nested" well systems;
(C) indication whether the injection wells are existing or proposed;
(D) depth and type of casing;
(E) depth and type of screen material;
(F) depth and type of grout;
(G) indication whether the injection wells are permanent or temporary "direct push" points; and
(H) plans and specifications of the surface and subsurface construction details.
7. MONITORING PLAN — Per 15A NCAC 02C .0225(e)(9). submit a monitoring plan that includes the following:
(A) target contaminants plus secondary or intermediate contaminants that may result from the injection;
(B) other parameters that may serve to indicate the progress of the intended reactions;
(C) a list of existing and proposed monitoring wells to be used; and
(D) a sampling schedule to monitor the proposed injection.
Monitoring wells shall be of sufficient quantity and location to deted any movement of injection fluids, injection process hyproducts.
or formalion fluids outside the injection zone. The monitoring schedule shall be consistent with the proposed injection schedule, pace
of the anticipated reactions, and rate of transport of the injectants and contaminants.
8. WELL DATA TABULATION — Per 15A NCAC. 02C .0225(c)(10). provide a tabulation of data on all existing or
abandoned wells within the area of review of the injection well(s) that penetrate the proposed injection zone, including
monitoring wells and wells proposed for use as injection wells. Such data shall include a description of each well's type,
depth, and record of construction or abandonment.
9. MAPS AND CROSS -SECTIONS — Per 15A NCAC 02C A225(e)(11). provide scaled, site -specific site plans or maps
depicting the location, orientation, and relationship of facility components including the following:
(A) area map based on the most recent USGS 7.5' topographic map of the area at a scale of 1:24,000 and showing the
location of the proposed injection site;
(B) topographic contour intervals showing all facility related structures, property boundaries, streams, springs, lakes,
ponds, and other surface drainage features;
(C) all existing or abandoned wells within the area of review of the wells listed in the well data tabulation that
penetrate the proposed injection zone;
(D) potentiometric surface map(s) that show the direction of groundwater movement, existing and proposed wells;
(E) contaminant plume map(s) with isoconcentration fines that show the horizontal extent of the contaminant plume
in soil and groundwater, and existing and proposed wells;
(F) cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical extent of
the contaminant plume in soil and groundwater, major changes in lithology, and existing and proposed wells; and
(G) any existing sources of potential or known groundwater contamination. including waste storage, treatment, or
disposal systems within the area of review of the injection well or well system.
In -Situ Groundwater Remediation Application Rev. 8-28-2017 Page 5 of 6

X. CERTIFICATION (to be signed as required below or by that person's authorized agent*)
NCAC 15A 02C .02 11 e requires that all permit applications shall be signed as follows:
l . for a corporation: by a responsible corporate officer
2. for a partnership or sole proprietorship: by a general partner or the proprietor, respectively
3. for a municipality or a state, federal, or other public agency: by either a principal executive officer or
ranking publicly elected official
4. for all others: by the well owner.
*If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant
that names and authorizes their agent.
"I hereby certify under penalty of law that I have personally examined and am . familiar with the information
submitted in this document and all attachments therein, and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate, and
complete. I am aware that there are penalties, including the possibility offines and imprisonment, for submitting
false information. 1 agree to construct, operate, maintain, repair, and ifapplicable, abandon the injection wells)
and all related appurtenances in accordance with the approved ,specifications and conditions of the Permit. "
Printed NaW and Title:Dennis Bledsoe, Surry County Public Works Director
S,
Film
Date:
XI. CONSENT OF PROPERTY OWNER (if the property is not owned by the permit applicant)
"Owner" means any person who holds the fee or other property rights in the well being constructed. A well is real
property and its construction on land shall be deemed to vest ownership in the land owner, in the absence of
contrary agreement in writing.
"As owner of the property on which the injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(1 SA NCAC 02C . 020J0 . "
Printed Name and Title:
Signature: Date:
Submit TWO hard copies of the completed application package with an electronic version in CD or USB Flash Drive to:
Division ur Water Resources - UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone [phone]
to -Silo Groundwater Rernediation Application Rev. 8-28-2017 Page 6 of 6

Injection Well Permit Application
Surry County Landfill - Permit #86-02
Mt. Airy, Surry County, North Carolina
Prepared far:
Surry County
Department of Public Works
Mt. Airy, North Carolina
Mr. Jerry Snow, Director of Public Works
Prepared by:
Municipal Engineering Services Company, P.A.
PO BOX 97
Garner, NC 27529
MESC❑ Project Number: G10061.0
Submittal Date: March 22, 201 I
ut� iJLIMMR C-0281
Municipal A E. Engineerin
Services _ Company, PA
97 GARNER, N.C.27S29 P.O. BOX 349 BOONE, N-C- 28697
1919) 772-nn {826l 262.1767
P-O. BOX 828 MOREHEAD CITY, H.C.
2057 [phone]

MUNICIPAL ENGINEERING SERVICES CO., P.A.
Post Office Box 97
Post Once Box 349
Post Office Box 828
Garner, N.C. 27529
Boone, N.C. 28607
Morehead City, NC 28557
[phone]
[phone]
[phone]
FAX [phone]
FAX [phone]
FAX [phone]
TO NCDENR —Aquifer Protection Section
_ rri 1 C)WQ
Please find enclosed:
TRANSMITTAL
DATE 03/22/11 PROJ.
NO.
ATTENTION Thomas Slussef
RE: Injection Well Permit Application for
Surry County Landfill Permit# 86102
COPIES
DATE
DESCRIPTION
2
03/22/11
injection Well Permit Application for Surry County Landfill Permit# 86162
1
03/22/11
Injection Well Permit Application for Surry County Landfill Permit# 86102 - CD
TRANSMITTED BY: Kim Hall for Maddie German
If enclosures are not as noted, kindly notify us at once.

Injection Well Permit Application
Surry County Landfill - Permit #86-02
Mt. Airy, Surry County, North Carolina
Prepared far:
Surry County
Department of Public Works
Mt. Airy, North Carolina
Mr. Jerry Snow, Director of Public Works
Prepared by.
RECEIVED r DENR I ❑WQ
AQ�IIP.r Prnf ,Mi•1n �I'i:�ldll
M0 2p11
Municipal Engineering Services Company, P.A.
PO Box 97
Garner, NC 27529
MESC❑ Project Number: G10061.0
Submittal Date: !March 22, 2011
�0""".... _....r�yyy,'r
C) ./ ; 01 =zf - y=
ine GermantUn
Qg:' ?
pLGG\Y,CSHE
~col,,$ I IIHI�ti��
UCEN5E NUVWR C-M UL
Municipalngineennc
5e3vices' Co pany, PA
Bo% 97 GARNER H.C. 27529P.O. BOX 349 BOONE. N C.2W7
(919)TT2.3393(828) 262.1T6T
P.O. BOX 929 MOREHEAD CITY, H.C.
2E557 1252] 726-Mi

OPERATIONICONSTRUCTION MANAGERS
Municipal
Services
Mr. Thomas Slusser, Hydrogeologist
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
CIYIIJSANIT"Y ENGINEERS
Engineering
Company, P.A.
\�
March 22, 2011
RECEIVED I DENR I DWO
Aqulfn, t]rr}n }i try Cortton
Re: INJECTION WELL PERMIT APPLICATION J tQ 1 1
Surry County MSW Landfill, Solid Waste Section Permit # 86-02
Mt. Airy, Surry County, North Carolina
MESC❑ Project No. G 10061.0 _
Dear Mr. Slusser:
Municipal Engineering Services Company, PA, on behalf of Surry County, appreciates the opportunity to
submit this Application for Permit to Construct and/or Ilse a Well(s) for Injection far Type 51 Wells for
the Surry County Landfill located in Mt. Airy, Surry County, North Carolina. This application has been
prepared in accordance with the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, Aquifer Protection Section, Underground Injection Control (UIC) application
form UIC-5115T and meets the requirements as promulgated in 15A NCAC 13B .1637.
Please contact us by phone at [phone] or [e-mail] if you have any questions or
comments regarding this application.
Sincerely,
MUNICIPAL ENGINEERING SERVICES CO., P.A.
Madeline German, PG
Geologist
Enclosures
cc: Mr. Jerry Snow, Director, Surry County Public Works

State of North Carolina 0ENR l DW Q
Department of Environment and Natural Resources ►rn
Division of Water Quality 1011
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
■ Do not use this form for remediation systems that extract contaminated groundwater, treat it, and reinject the treated groundwater.
■ Submit TWO copies of the completed application and all attachments to the address on the last page of this form.
■ Any changes made to this form will result in the application package being returned.
Application Number (to be completed by DWQ):
I. GENERAL INFORMATION:
DENR I ❑Wa
Aquifer prntertian Section
MAR 913 2V
1. Applicant's Name (generally the responsible party): SURRY COUNTY
2. Signing Official's Name*: Mr. TERRY SNOW Title: DIRECTOR, SURRY COUNTY PUBLIC WORKS
* Signing Official must be in accordance with instructions in part VI on page 7.
3. Mailing address of applicant: SURRY COUNTY PUBLIC WORKS
PO SOX 1542
City: ML Airy_ _ State: NC Zip: 27430
Telephone number: 336.401.8375 Fax number: 336.401.8280
4. Property Owner's Name (if different from Applicant):
5. Property Owner's mailing address:
City:
State: Zip:
6. Name and address of contact person who can answer questions about the proposed injection project:
Name: Madeline German, PG Title: Geologist
Company: Municipal Engineering Services Company, PA
Address: PO Sox 97 (1140 Benson Hwy)
City: Garner State: NC Zip: 27529
Telephone number: 919.772.5393 Fax number: 919.772.1176
Email Address: [e-mail]
H. PERMIT INFORMATION:
1. Project is: 5ie—v� Modification of existing permit ❑ Renewal of existing permit without modification
❑ Renewal of existing permit with modification
2. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number n/a and the issuance date n/a
For renewal without modifications, till out sections I & H only, sign the certification on the last page of this
form, and obtain the property owner's signature to indicate consent (if the applicant is not the owner).
For all renewals, submit a status report including monitoring results of all injection activities to date.
Revised 6/09 UIC-51/5T Page 1 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells —In Situ Groundwater Remediation 1 Type 5T Wells — Tracer Injection
III. INCIDENT & FACILITY DATA
A. FACII.ITY INFORMATION
1. Facility name: SURRY COUNTY C&D Over MSW LANDFILL— PERMIT #86-02
2. Complete physical address of the facility: 237 Landfill Road, Mt. Airy, NC
City: Mt. Airy County: Surry State: NC "Lip: 27030
B. INCIDENT DESCRIPTION
1. Describe the source of the contamination:
Closed Landfill
2. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g.,
gasoline, diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
Chlorinated hydrocarbons, aromatic hydrocarbons
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
❑ Yes If yes, list maximum measured separate phase thickness feet
[X] No If no, list maximum concentration of total VOCs observed at site: 796.91 ppb
4. Agency managing the contamination incident:
❑ UST Section ❑ Superfund Section (including REC Program and DSCA sites)
❑ DWQ Aquifer Protection Section [X] Solid Waste Section
❑ Hazardous Waste Section ❑ Other.
5. Incident managers name 1ac1 a Drummond and phone number 919 508-8500
6. Incident number or other site number assigned by the agency managing the contamination incident:
Solid Waste Section Permit No. 86-02
C. PERMITS
List all permits or construction approvals that have been issued for the facility or incident, including those not
directly related to the proposed injection operation:
1. Hazardous Waste Management program permits under R
2. DWQ Non -Discharge or NPDES permits: NPDES PERMIT # 120076
3. County or DEH subsurface wastewater disposal permits:.
4. Other environmental permits required by state or federal law: SOLID WASTE SECTION PERMIT # 86-02
Revised 6109 UIC-5115T Page 2 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — in Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
Iv. INJECTION DATA
A. INJECTION FLUID DATA
1. List all proposed injectants.
NOTE: Any substance to be injected as a tracer or to promote in situ remediation must be reviewed by the
Occupational and Environmental Epidemiology Section (DEES) of the Division of Public Health, Department of
Health and Human Services. Review the list of approved injectants or contact the UIC Program to determine if
the injectants you are proposing have been reviewed by�GEES.
Injectant: EOS 598B42 Pv' %'
Concentration at point of injection: Approximately 10:I Water:EOS
Percent if in a mixture with other injectants:
Injectant: BAC-9 A h race -c — 3- -' �
Concentration at point of injection: Approximately 14:1 Water:EOS —
Percent if in a mixture with other injectants:
Injectant: SODIUM BROMIDE
Concentration at point of injection:
Percent if in a mixture with other injectants:
Injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:
Source of fluids used to dilute or chase the injectants listed above:
0 None
❑ Municipal water supply
❑ Groundwater from private well or any well within 1Ia mile of injection site
❑ Air
[X]Other: Off Site Potable Water Source
3. If any well within 1/4 mile of injection site, a private well, or surface water is to he used as the fluid source, supply
the following information:
a. Location/ID number of source:
b. Depth of source: NIA
c. Formation. NIA
d. Rock/Sediment type: NIA
e. In Attachment C, provide a current, complete chemical analysis of the water from the source well, including
analyses for all contaminants suspected or historically recognized in soil or groundwater on the site.
NOTE. If contaminated groundwater is to be used as the dilution or chase fluid, this is not the proper permit
application form. You must apply far a closed -loop groundwater rernediation permit using anblication form
GWRS.
Revised 6/09 UIC-5II5T Page 3 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
B. PROPOSED OPERATING PARAMETERS
1. Duration of Injection:
a. Maximum number of separate injection events: 4
b. Expected duration of each injection event: 72 HRS
c. Expected duration between events (if more than one event): Approximately 1 year
2. Injection rate per well: 1-2 gallons per minute (gpm)
3. Total Injection volume: gallons per day (gpd); gallons per event (if separate events)
4. Injection pressure: 10-15 pounds/square inch (psi)
5. Temperature at point of injection: 60-70 °F
C. Briefly describe how the above parameters will be measured and controlled: Parameters will be measured by
MESCO personnel and controlled by the certified well contractor.
7. Estimated hydraulic capacity of the well: TBD gpm
C. INJECTION WELL CONSTRUCTION DATA
1. Injection will be via:
[xl Existing well(s) proposed for use as an injection well. Provide the data in (2) through (6) below to the best of
your knowledge. (see attached "Existing Wells Proposed for Injection")
f x] Proposed well(s) to be constructed for use as an injection well. Provide the data in (2) through (6) below as
proposed construction specifications.
2. Well Drilling Contractor's Name:
NC Well Contractor Certification number:
3. Date to be constructed: 2011
:E
Number of borings: 1
Approximate depth of each boring (feet): 50
4. Screened interval/Injection interval of injection wells:
Depth: 35 to 50 feet below ground surface (if multiple intervals, indicate shallowest and deepest depth).
5. Well casing (N/A if injection is through direct push rods):
Type: jx] PVC ❑ Stainless steel ❑ Other:
Casing depth: 0 to 35 ft.
b. Grout (NIA if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other:
Grout depth: 0 to 32 ft. (bentonite from 32-35 feet)
Reprised 6109 UIC-5I15T Page 4 of 7

APPLICATION FOR PERMIT TO CONSTRUCT ANTI/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Retnediation / Type 5T Wells — Tracer Injection
V. ATTACHMENTS
Provide the following items as separate attachments with the given headings:
A. SITE HISTORY
Provide a brief description of the site history including:
(1) site usage historically and present,
(2) origin of the contamination,
(3) previous remedial act'ton(s).
NOTE. G.S. 89E 18 requires that any geologic plans, reports, or documents in which the performance is related to the
public we fare or safeguarding of the environment be prepared by a licensed geologist or subordinate lender their
direction. G.S. 89E-13 requires that all drawings, reports, or documents involving geologic work prepared or approved
by a licensed geologist, or a subordinate under their direction, be signed and seated by the licensed geologist.
B. HYDROGEOLOGIC DESCRIPTION
Provide a hydrogeologic description, soils description, and cross section of the subsurface to a depth that includes the
known or projected depth of contamination. The hydrogeologic description shall include:
(1) the regional geologic setting;
(2) significant changes in lithology;
(3) the hydraulic conductivity, transmissivity, and specific yield of the aquifer to be used for injection, including a
description of the test(s) used to determine these parameters; and
(4) the depth to the mean seasonal high water table.
C. INJECTION FLUID COMPOSITION
Describe the chemical, physical, biological and radiological characteristics of each injectant. Attach the Material Safety
Data Sheet (MSDS) for each injectant. if a private well or a well within'/4 mile of the injection site is used as the source
well, include chemical analysis of source fluid here.
D. INJECTION RATIONALE
Attach a brief description of the rationale for selecting the injectants and concentrations proposed for injection, including:
(1) goals of the injection project;
(2) explanation and/or calculations of how the proposed injectant volume and concentration were determined;
(3) a description of the reactions between the injectants and the contaminants present including specific: breakdown
products or intermediate compounds that may be formed by the injection. and
(4) summary results of modeling or testing performed to investigate the injectant's potential or susceptibility to change
(biological, chemical or physical) in the subsurface.
E. INJECTION PROCEDURE AND EQUIPMENT
Provide a detailed description of all planned activities related to the proposed injection includin', but not limited to:
(1) construction plans and materials;
(2) operation procedures;
(3) a detailed diagram of the surface and subsurface portions of the system; and
(4) a planned injection schedule.
Revised 5/09 [JIG5115T Page 5 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells —In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
F. MONITORING PLAN
Provide a plan for monitoring the results of the injection, including:
(1) a list of existing and proposed monitoring wells to be used;
(2) a list of monitoring parameters and analytical methods to be used; and
(3) a schedule for sampling to monitor the proposed injection.
NOTE. The selected monitoring wells must be located so as to detect anv movement of injection fluids, process by-
products, or formation fluids outside the injection area or zone. The monitoring parameters should include the target
contaminants as well as secondary or intermediate contaminants which ina_y result from the injection and other
parameters which may sene to indicate the progress of the intended reactions, such as phl ORP, dissolved oxygen, and
other electron acceptors and donors. The monitoring schedule should be consistent with the pace of the anticipated
reactions and rate of transport of the injectants and contaminants.
G. WELL DATA
Provide a tabulation of data on all existing or abandoned wells within'/a mule of the injection well(s) which penetrate the
proposed injection zone, including, but not limited to, monitoring wells and wells proposed for use as injection wells.
Such data shall include a description of each well's use (water supply, monitoring, etc), total depth, screened or open
borehole depth interval, and well construction or abandonment record, if available.
H. MAPS
Attach the following scaled, site -specific maps:
(1) Area map based on the most recent USGS 7.5' topographic map of the area, at a scale of 1:24,000 and
showing the location of the proposed injection site.
(2) Site map including:
a. all property boundaries;
b. all buildings within the property boundary;
c. existing and proposed injection wells or well field(s)
d. any existing sources of potential or known groundwater contamination, including waste storage,
treatment or disposal systems within I/a mile of the injection well or well system;
e. all surface water bodies within'/d mile of the injection well or well system; and
f_ all existing or abandoned wells within'/a mile of the injection welI(s) which penetrate the proposed
injection zone, including, but not limited to, monitoring wells and wells proposed for use as injection
wells.
(3) Potentiometric surface map(s) including:
a. direction of groundwater movement
b. existing and proposed monitoring wells
c. existing and proposed injection wells
(4) Contaminant plume map(s) including:
a. the horizontal extent of the contaminant plume, including isoconcentration lines
b. existing and proposed monitoring wells
c. existing and proposed injection wells
(5) Cross -sections) to the known or projected depth of contamination, including:
a. horizontal and vertical extent of the contaminant plume, including isoconcentration lines
b. major changes in lithology
c. existing and proposed monitoring wells
d. existing and proposed injection wells
Revised 6/09 U1C-51/5T Page 6 of 7

APPLICATION FOR PERMIT TO CONSTRICT AND/OR USE A WELL{Sj FOR INJECTION
Type 5I Wells — In Situ Groundwater Remediation 1 Type 5T Wells — Tracer InjJW1QEiVE01 DENR 1 DVVQ
Aquifer Protphir�l� S�t�ioR
A'1. CERTIFICATION (to be signed as required below or by that person's authorized agent) Aquifer
G
t011
NCAC ISA 2C .021 1(b) requires that all permit applications shall be signed as follows:
1. for a corporation: by a responsible corporate officer
2. for a partnership or sole proprietorship: by a general partner or the proprietor, respectively
3. for a municipality or a state, federal, or other public agency. by either a principal executive officer or
ranking publicly elected official
4. for al] others: by the well owner.
If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant that
names and authorizes their agent.
I hereby certify under penalty of law that I have personally examined and am familiar with the information
submitted in this document and all attachments therein, and that, based on my inquiry of those individual-
immediately responsible for obtaining said information, I believe that the information is true, accurate. and
complete. I am aware that there arc penalties, including the possibility of fines and imprisonment, for submitting
false information. I agree to construct. operate, maintain. repair, and if applicable, abandon the injection wells)
and all related appurtenances in accordance with the approved specifications and conditions of the Permit.
Printed Name and Title: J f
Signature i- _ Date:^ — Z'
VII. CONSENT OF PROP FRTY OWN FR (if the property is not owned by the applicant)
("Owner " means any person who holds the fee or other propem rights in the well being corrstrrrcted. A well is
real proper7)' and its construction on land shall be deemed to vest ownership in the land owner. in the absence of
conrrar v agreement in writing.)
As owner of the property on which the injection we] Hsl are to be constructed and operated, 1 hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conforrn to the Well Construction Standards
(Title I SA NCAC 2C .0200).
Printed Nance and -Title:
Signature:
Date:
Submit TWO copies of the completed application package, including all artachmeru%, to:
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Flail Service Center
Raleigh, NC 27699-1636
Telephone [phone]
Page 7 of 7 A�:iscd 6A)9 UIC-516T

Existing Wells Proposed for In'ection
MW-2 (Phase 1)
1. Well Drilling Contractor's Name: Newman Brothers
NC Well Contractor Certification number: # 11
2. Date to be constructed: I 1-28-1989 Number of borings:
Approximate depth of each boring (feet): 70 ft
3. Screened intervalllnjection interval of injection wells:
Depth: 50 to 70 feet below ground surface (if multiple intervals: indicate shallowest and
deepest depth).
4. Well casing (NIA if injection is through direct push rods):
Type: [x] PVC ❑ Stainless steel ❑ Other:
Casing depth: 0 to 60 ft
5. Grout (N/A if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other:
Grout depth: 0 to 59 ft.
MW-3RS (Phase_2)
5. Well Drilling Contractor's Name: Joyce Engineering
NC Well Contractor Certification number:
7. Date to be constructed: 5-17-2001 Number of borings:
Approximate depth of each boring (feet): 52 ft
8. Screened interval/Injection interval of injection wells:
Depth: 37 to 52 feet below ground surface (if multiple intervals: indicate shallowest and
deepest depth).
9. Well casing (NIA if injection is through direct push rods):
Type: [x] PVC ❑ Stainless steel ❑ Other:,
Casing depth: 0 to 37 ft
10. Grout (NIA if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other:
Grout depth: 0 to 32 ft.

M W -4 ( Phase 2
11. Well Drilling Contractor's Name: GAI Consultants
NC Well Contractor Certification number:Driller Registration Number 446
12. Date to be constructed: 8-30-1994 Number of borings:
Approximate depth of each boring (feet): 56.4 ft
13. Screened interval/Injection interval of injection wells:
Depth: 40.4 to 55.4 feet below ground surface (if multiple intervals: indicate shallowest
and deepest depth).
14. Well casing (NIA if injection is through direct push rods):
Type: [x] PVC ❑ Stainless steel , Other:
Casing depth: 0 to 40.4 ft
15. Grout (N/A if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other:
Grout depth: 0 to 38 ft.
MW-5 [ Phase
16. Well Drilling Contractor's Name: GAI Consultants
NC Well Contractor Certification number: Driller Registration Number 446
17. Date to be constructed: 8-27-1194 Number of borings:
Approximate depth of each boring (feet): 64.7 ft
18. Screened intervalfInjection interval of injection wells:
Depth: 48 to 63 feet below ground surface (if multiple intervals: indicate shallowest and
deepest depth).
19_ Well casing (NIA if injection is through direct push rods):
Type: [x] PVC ❑ Stainless steel ❑ Other:,
Casing depth: 0 to 48 ft
20. Grout (NIA if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other..
Grout depth: 0 to 45 ft.

MW-8 (Phase 3)
21. Well DriIIing Contractor's Name: GAI Consultants
NC Well Contractor Certification number: Driller Registration Number 466
22. Date to be constructed: 8-16-1994 Number of borings:
Approximate depth of each boring (feet): 55.3 ft
23. Screened interval/Injection interval of injection wells:
Depth: 39 to 54 feet below ground surface (if multiple intervals: indicate shallowest and
deepest depth).
24. Well casing (N/A if injection is through direct push rods):
Type: [x] PVC ❑ Stainless steel ❑ Other:
Casing depth: 0 to 39 ft
25. Grout (NIA if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other:
Grout depth: 0 to 36 ft.
MW-I I ( Phase 4)
26. Well Drilling Contractor's Name: GAI Consultants
NC Well Contractor Certification number: Driller Rey-istration Number 466
27. Date to be constructed: 8-15-1994 Number of borings:
Approximate depth of each boring (feet): 41 ft
28. Screened interval/Injection interval of injection wells:
Depth: 25 to 40 feet below ground surface (if multiple intervals: indicate shallowest and
deepest depth).
29. Well casing (NIA if injection is through direct push rods):
Type: Ix) PVC ❑ Stainless steel ❑ Other:
Casing depth: 0 to 25 ft
30. Grout (N/A if injection is through direct push rods):
Type: [x] Cement ❑ Bentonite ❑ Other:
Grout depth: 0 to 22 ft.

Application for Permit to (-u+«Lruct and/or Use Wells for Injection MESCO Project No.G10061.0
Surry County Closed Landfill, Mt. Airy. NC _ March 22, 2010
TABLE OF CONTENTS
A. SITE HISTORY.......................................................................................................................................... I
1) Site Usage (Historical and Present).......................................................................................................1
2) Origin of Contamination...............................................................................................................
3) Previous Remedial Actions [Corrective Action Plan (February 2009)]................................................ 1
B. HYDROGEOLOGIC DESCRIPTION .................................. ......
1) Regional Geologic Setting....................................................................................................•----...........2
2) Significant Changes in Lithology .........................
3) Hydraulic Conductivity, Transmissivity, and Specific Yield...............................................................2
4) Mean Seasonal High Water Table.................................................................................................•- ..... 3
C. INJECTION FLUID COMPOSITION.....................................................................................................4
D. INJECTION RATIONALE.......................................................................................................................5
1) Goals of the Injection Project.....................................................................................--------- . .---......... 5
2) Reactions Between the Injectants and Contaminants-,..........................................................................5
3) Summary Results of Modeling..............................................................................................................5
E. INJECTION PROCEDURE AND EQUIPMENT...................................................................................6
l) Construction Plans and Materials ......... ................................................................................................ 5
2) Operation Procedures .......................................... ............................ ........................................ .... -- ........ 6
3) A Detailed Diagram of the Surface and Subsurface Portions of the System ........................................ 5
4) A Planned Injection Schedule...............................................................................................................7
F. MONITORING PLAN...............................................................................................................................8
1) A List of Existing and Proposed Monitoring Wells to be used............................................................. 8
2) A List of Monitoring Parameters and Analytical Methods to be used .................................................. 8
3) A Schedule for Sampling to Monitor the Proposed Injection............................................................... 8
G. WELL DATA..............................................................................................................................................9
H. MAPS............................................................................----....................------•................................................9
I. REFERENCES..........................................................................................................................................10

Application for Permit to �__..xuct and/or Use Wells for Injection MESCO Project No.G 10061.0
SgM Coun Closed Landfill Mt. Airy, NC March 22 2010
TABLES
Table 1
Well Construction Details
Table 2
______________Historic Groundwater Elevations
Table 3
Flow Rate Calculations
Table 4_
Historic Detections
PLATES
Plate 1------------------- •----.
------------ Topographic Map with Site Location
Plate 2---- •... -----------------------------
Facility Map
Plate 3-------------------------
and Proposed Well Locations
Plate 4 ---------------------------
- ---------October 2010 detections above 2L
Plate 5-------------------------------------
Single Day Potentiometric Map (October 19, 2010)
Plate 6A.__--------------------------------
Lithologic Cross -Section Map
Plate 6B-----------------------------------
Lithologic Cross -Section (A -A', B-B', C-C')
Plate 6C-----------------------------
_-_--- Lithologic Cross -Section (D-D', E-E')
Plate 7A-----------------------------------
Isoconcentration Map - Benzene
Plate 713--------------------------------
---Isoconcentration Map — 1,4-Dichlorobenzene
Plate 7C--------------------------------
---Isoconcentration Map — 1,1-❑ichloroethane
Plate 7D-----------------------------------
Isoconcentration Map — 1,2-Dichloroethene
Plate 7E-----------------------------------
Isoconcentration Map —cis 1,2-Dichloroethane
Plate 7F ------------------------
------- ___Isoconcentration Map — 1,2-Dichloropropane
Plate 7G _______________________
_____.Isoconcentration Map -- Tetrachloroethene
Plate 7H__________________________________Isoconcentration
Map — Trichloroethene
Plate A ------------------------------------
Isoconcentration Map — Vinyl Chloride
APPENDIX
Appendix A------------------------------ Well Data
Appendix B------------------------------ Product Information

Application for Permit to Construct and/or Use Wells for Injection MESCO Project No.G10061.0
SgM Coun1y Closed Landfill Mt. Airy. NC March 222010
A. SITE HISTORY
1) Site Usage (Historical and Present)
The Surry County Closed Construction and Demolition (C&D) Landfill, located at 237 Landfill Road.
Mt. Airy, North Carolina, 27030, operated under permit No. 86-02 until May 2008. It was closed with an
18 inch cohesive soil cap with permeability 1 x 10-5 permeability. Prior to operating as a C&D landfill,
the site operated as an unlined municipal solid waste (MSW) landfill with two separate units. The first
unit, at approximately 9.2 acres, was closed prior to October 1991 with a 24-inch final soil cover. The
second unit, at approximately 13.8 acres, contains two parts. The first part stopped receiving waste prior
to October 1991 and was closed with a 24-inch final soil cover. The second part stopped receiving waste
prior to January 1, 1999 and was closed with an 18-inch cohesive soil cap with a permeability of 1 x 10"5
cm/sec, and an 18-inch erosive layer. The sanitary landfill closure was documented in the Surry Count):
Transition Plan.tt °) The existing Subtitle D MSW landfill operates under permit No. 86-06, and is located
across Stony Creek; southwest of the closed landfill's second unit.
2) Origin of Contamination
The contamination source appears to be leachate or landfill gas emanating from the unlined landfill. The
contamination mechanism is precipitation that percolated through the landfill waste, allowing volatile
organic compounds (VOCs) to partition from a solid/liquid phase into a dissolved phase, migrating
downward and mixing with groundwater.
3) Previous Remedial Actions
Natural Attenuation has been the controlling remedial activity at the Surry County facility. For source
control, as stated in Section i above, the first landfill unit stopped receiving MSW by October 1991 and
was closed with a 24 inch final soil cover. The second unit was closed with a cohesive cap of 18 inches
of soil liner with permeability of I x 10-5 cm/sec and 18 inches of erosive layer. Also, a passive gas
venting system for methane extraction was installed on the second landfill unit as part of the 'Transition
Plan. Permanent probes were installed in October 1994 and are monitored quarterly. The C&D was
closed in May 2008 with another 18 inch cohesive cap.
1 of 10

Application for Permit to Cons-,.... and/or Use Wells for Injection MESCO Project No.G10061.0
SurMr County Closed Landfill, Mt. Airy, NC March 22, 2010
B. HYDROGEOLOGIC DESCRIPTION
1) Regional Geologic Setting
The Surry County Landfill lies within the Western Piedmont Geologic Province, part of the Piedmont
Physiographic Province; characterized by low, well rounded hills, long northeastern trending valleys and
ridges, and bounded on the east by the fall line dividing the Piedmont's crystalline rock from the
sedimentary rock of the coastal plain. (2� The geologic history includes sediment deposition, igneous
intrusion, thrusting, faulting, and several metamorphic events. The site is located on the southeast side of
Mount Airy, north of the Ararat River, in the Smith River Allochthon that is bounded by the Bowens
Creek Fault and the Ridgeway Fault. The Smith River Allochthon rocks include gneiss containing biotite,
plagioclase, potassium feldspar and quartz, with associated amphibolite, sillimanite, mica schist and
granite.{`
There are approximately 190 feet of relief and four drainage features on the site. The western -mast
drainage feature, which appears to be intermittent, begins off -site, north of MW-20, and generally bounds
the site's western edge and converges with Stoney Creek just south of MW-17. Stoney Creek, with its
drainage basin of approximately 6 square miles, flows southeast along the boundary of the Subtitle D
landfill. The unnamed southeastern creek, with an approximate drainage basin of 1.25 square miles,
flows into the facility northeast of MW-18 and converges with Stoney Creek near MW-19. The fourth
drainage feature generally bounds the site to the east, flows past MW-I2S/MW-12D and converges with
the unnamed southern creek. The four drainage features ultimately converge with Stoney Creek, which
empties into the Ararat River southeast of the Subtitle D landfill.
2) Significant Changes in Lithology
The primary lithology for Surry County is sandy silt/clay overlying mica schist/gneiss. Subsurface
conditions at the lined landfill as well as recently installed monitoring wells indicate the presence of
partially weathered rock (PWR)Isaprolite between the sandy -silty sediments and the fractured bedrock.
3) Hydraulic Conductivity, Transmissivity, and Specific Yield
Hydraulic conductivity (K) values, determined from slug testing, ranges from 2.40 x 10-8 cm/sec. (MW-
3R) to 7.45 x 10"3 cm/sec (MW-14), with a geometric mean of 1.58 x 104 cm/sec. The geometric mean
K-value for the saprolitelPWR (unconfined) unit wells was calculated as 4.36 x 104 cm/sec, while the
geometric mean K-value for the upper fractured bedrock wells was calculated as 1.68 x 104 cm/sec.
Hydraulic gradient at the site is variable, and typically ranges from 0.04 to 0.20 f1/ft. In general, lower
values are characteristic of the upgradient areas of the closed landfill cells, while higher values are
characteristic of the downgradient area between the closed landfill and Stoney Creek. Average linear
velocities (iQ were calculated using the following equation:
K * i
Ux _
ne
where:
r, represents the average linear velocity [length/time]
K represents the hydraulic conductivity [length/time]
2of10

Application for Permit to Consuuct and/or Use Wells for Injection MESCG Project No,G 1006 1.0
Sury County Closed Landfill, Mt. Airy. NC March 22, 2010
N, represents the effective porosity, or specific yield [unitless]
i represents the horizontal hydraulic gradient in the direction of groundwater flow, taken as
the difference in head elevation between two points divided by the horizontal distance
between those two points [unitless, or length/length]
K-values, hydraulic gradients, and average linear groundwater velocities are summarized in Table 3.
Average linear velocities calculated for monitoring wells constructed in saprolite have a median value of
149 ft/yr.
4) Mean Seasonal High Water Table
Groundwater elevations have been recorded during sampling events. A summary of Historic
Groundwater Elevations is included as Table 2. In general groundwater elevations are consistent and
observed an overall fluctuation of less than 10 feet. On average, groundwater levels in MW-7 are about
12 feet below ground surface (bgs); MW-1, MW-6, and MW-11 are 20 to 24 feet bgs; groundwater in
MW-13 and MW-16 are around 26 to 28 feet bgs; groundwater in MW-3RS, MW-9, and MW-4 are 32.5
to 36 feet bgs; groundwater in MW-5, MW-14, MW-3R, MW-S, and MW-2 are 39 to 42 feet bgs; and
MW-15 is around 45 feet bgs. Groundwater flow is generally southerly. A potentiometeric map is
provided as Plate 5.
3 of 10

Application for Permit to Con., .. and/or Use Wells for Injection MESCO Project No.G 1006 1.0
Surry County Closed Landfill Mt. Airy, NC March 27. 1010
C. WJECTION FLUID COMPOSITION
EOS® Concentrate 598B42 is an emulsified edible (vegetable) oil substrate. According to its
manufacturer, "...the mixture is an off-white liquid with a vegetable oil odor". The mixture is stable
but is incompatible with strong acids and oxidizers. Other than the aforementioned incompatibilities,
there are no known health hazards associated with this product.(2)
Z. EOSS BAC-9 rM is a non -hazardous, naturally occurring, non -altered anaerobic microbe and enzyme
mixed in a water -based medium. (2)
3. SODIUM BROMIDE is a law -toxicity, conservative tracer, shown to be effective in general
groundwater studies.
Material Data Safety Sheets (MSDS) sheets are provided in Appendix B.
Injection water will be brought in from an off -site well or a well outside 'Amile of the injection site.
4❑f10

Application for Permit to Consrruci and/or Use Wells for Injection MESCO Project No.G 10061.0
Sunry County Closed Landfill, Mt. Airy, NC March 22. 2010
D. INJECTION RATIONALE
1) Goals of the Injection Project
The primary objective is to protect human health and the environment by reducing concentrations of
aromatic hydrocarbons and chlorinated aliphatic hydrocarbons beyond the 250 foot compliance boundary
to levels below the North Carolina Groundwater Standards (2L Standards) as promulgated in 15A NCAC
2L.
Constituents of concern, identified in the Corrective Action Plan (CAP):
➢ benzene, chlorobenzene, 1,4-dichlorobenzene (aromatic hydrocarbons)
1,1-dichloroethane, 1,2-dichloroethane, cis-1,2-dichlorethene, 1,2-dichioropropane,
trichloroethene, tetrachloroethene, and vinyl chloride (chlorinated aliphatic hydrocarbons)
Natural degradation appears to be occurring and MESCO has selected an Edible Oil Substrate (EOS®) by
Solutions IES, Raleigh, NC.
2) Reactions Between the Injectants and Contaminants
According to the manufacturer, EOSS Concentrate 598B42 (EOS) uses anaerobic bacteria to
reductively de -chlorinate target contaminants (chlorinated solvents). Because the bacteria require a
supplemental food source, EOS provides quickly available carbon (lactate) and slow -release carbon
(soybean oil) to stimulate biotic growth. In the presence of an available food and nutrient source, the
anaerobic bacteria "breath" the chlorinated solvents resulting in harmless waste products used for energy
and growth. The reductive dechlorination process requires a supplemental degradable organic material to
overcome continuous electron addition/removal. The bacteria gain energy by splitting the organic
compounds in EOS® and generate (waste) chemically oxidized (electron removal) and/or reduced
(electron addition) compounds. (2)
EOS would help the natural degradation process, generally:
PCE -Y TCE --+ DCE --+ VC —y Ethene —> Ethane
EOS® BAC-9 T"S (BAC-9) is presented as an enriched bioaugmentation culture capable of degrading
chlorinated solvents by halorespiration, where the halogen serves as an electron acceptor. BAC-9
reportedly stimulates dehalvcoccoides growth where populations can be more effective with a "jump
start". (2)
The bromide tracer will not interact with contaminants in the groundwater, it acts as a neutral participant
allowing N ESCO to monitor progress of the EOS and Bac-9 as well as determine flow rates and patterns.
3) Summary Results of Modeling
A pilot test has not been performed at this site. This material's use is based on contaminant reduction
with these products on situ i lar sites.
5of10

Application for Permit to Cons._ ___ and/or Use Wells for Injection MESCO Project No.010061.0
Swry County Closed Landfill, Mt. Airy, NC March 22, 2010
E. INJECTION PROCEDURE AND E LTIPM ENT
1) Construction Plans and Materials
As detailed in the Corrective Action Plana — Addendum, injection well IW-1, for Phase 1, is the only new
well proposed for this injection plan. Based on data from adjacent boring logs, MW-17 and MW-22, the
new injection well will be advanced to approximately 50 feet bgs. The well will be constructed as a "Type
5I Well" in accordance with 15A NCAC 2C .0209(eX3)(c) and consist of a 15-foot, 2-inch (IT)) section of
Schedule 40 PVC machine -slotted (0.020-inch) screen with sufficient riser to extend the well
approximately three feet above the ground surface. The well bore annular space (annulus) will be
backfilled with clean 43 filter sand up to approximately one foot above the top of the screen.
Approximately three feet of bentonite pellets will be placed on top of the gravel and hydrated. Once the
bentonite has cured, a minimum 20-foot thick section of grout will be trended into the annulus to seal the
well up to a level just below the ground surface. The well will be finished with a lockable expansion cap,
lockable protective metal casing, a 2-foot x 2-foot concrete pad, and an injection well identification plate
(well tag)_
2) Operation Procedures
EOS will be mixed and injected in accordance with the manufacturer's suggested dilution factor of 10 %
[10 parts water to 1 part EOS [aka 10:1(EOS)]. The initial slurry will be mixed on -site in a self-contained
unit at an approximate ratio of 6:1(EOS) and then charged/flushed into the subsurface with the remaining
water volume to meet the pre -determined mix ratio of 10: 1. Mixing water will most likely be brought on -
site from an off -site source. The substrate will be injected at an approximate pressure between 10-15
pounds per square inch (psi) at an application rate of 1-2 gallons per minute (gpm). Actual injection rates
are contingent upon the formation permeability at the injection points. Care will be taken during injection
to not compromise well integrity or contribute to hydraulic fracturing. Groundwater elevations will be
monitored in select downgradient monitoring wells during the injection process and will be used to help
depict the potential radius of influence. Each proposed injection event is anticipated to be performed at a
frequency of less than 12 hours per injection point. According to EOS Remediation, one application of
EOSV may last three up to five years in the subsurface. Subsequent injection events could, therefore, be
necessary during the course of corrective action. The injection interval frequency will, be contingent
upon the post -injection sampling and monitoring. results.
BAC-9r"' will follow the same general operation details. injection rates around 10-15 psi will be
attempted. Activities will be conducted within the manufacturer established parameters.
The bromide tracer will be injected either before the EOS and Bac-9 injections to check fracture
connectivity and travel times or with the substrates to determine if the product is in the well vicinity and
should be affecting sampling results. Injection activities will be conducted within the manufacturer
established parameters.
3) A Detailed Diagram of the Surface and Subsurface Portions of the System
Lithologic cross -sections are presented on Plate 6B and Plate 6C.
6 of 10

Application for Permit to Conau uL;[ and/or Use Wells for Injection MESCO Project No.G 10061.0
5uM County Closed Landfill, Mt. Airy, NC March 22, 2010
4) A Planned Injection Schedule
A Phased approach is proposed for the injections, due to multiple areas of concern (AOCs). Four phases
(Phase I — Phase IV) will be individually implemented beginning with Phase I in the southern plume
ADC. The phased approach also provides an additional check on the proposed remedy, to ensure the
optimal options are implemented in each ADC.
Phase I includes installation of new injection well IW-1, with a proposed location east of MW-17 and
north of MW-22. MW-2 will be re -named IW-2 and converted to an injection well. IW-1 and IW-2 are
proposed for injection in 2011. -
Phase II will also take place in the southern plume ADC and includes conversion of MW-3RS into
injection well IW-3, conversion of MW-4 into injection well IW-4 and conversion of MW-5 into injection
well IW-5. Injection is proposed into RV-3, IW-4 and IW-5 in 2012.
Phase III will be implemented in the northern plume ADC converting MW-8 into injection well IW-6.
Injection is proposed in 2013.
Phase IV is in the third ADC located north of the northernmost cell. Monitoring well MW-1 1 will be
converted to injection well IW-7, with injection proposed for 2014.
7of10

Application for Permit to Const. and/or Use Wells for Injection MESCG Project No.G10061.0
Sugy Coun1y Closed Landfill Mt. Airy, NC March 22 2010
F. MONITOR.ING PLAN
1) A List of Existing and Proposed Monitoring Wells to be used
Sury County will utilize a phased approach for the three defined ADCs. Wells used to monitor the
injection are designated monitoring, performance, sentinel (MPS) wells. MPS wells for Phase I include
MW-17, MW-19 and MW-22 for IW-1 and MW-12S, MW-121), MW-13 MW-18 for IW-2.
For Phase 1I, monitoring wells MW-3R and MW-16 will be used as MPS wells for IW-3; monitoring
wells MW-14, MW-21, and MW-23 will be used as MPS wells for IW-4; and monitoring wells MW-15
and MW-19 will serve as MPS wells for IW-5.
Monitoring wells MW-7, MW-9, and MW-20 will serve as MPS wells for Phase Ill.
Monitoring well MW-1 will be used as a background well for Phase I through III.
Three additional MPS wells (MW-25, MW-26 and MW-27) are proposed to be constructed/installed as
MPS wells. A new background well (MW-24) is also proposed upgradient of 1W-7. Due to their
construction occurring as part of Phase IV, their locations are subject to change based on acquired
information from the preceding phases.
Well locations are presented on Plate 3.
2) A List of Monitoring Parameters and Analytical Methods to be used
Samples will be analyzed for the following target analytes:
• VOCs by EPA Method 8260
• Metals by EPA Method 6010
• Sulfate by Method SM4500
• Chloride by Method 325.2
■ Total Alkalinity by Method 310.2
• BOD by Method 405.1
• TOC by Method 415.1
• pH, oxygen -reduction potential (ORP), temperature and conductivity will be measured in the field
3) A Schedule for Sampling to Monitor the Proposed Injection
Groundwater monitoring will be performed on associated MPS wells quarterly for one year following
each injection event. Wells will return to semi-annual sampling plus the above parameters for an
additional four events.
8 of 10

Application for Permit to Consu uut and/or Use Wells for Injection MESCO Project No.G 10061.0
S11M County Closed Landfill Mt. A' NC March 22 2010
G. WELL DATA
Numerous wells have been installed as part of hydrogeologic investigations and groundwater monitoring.
Wells within A mile of injection points are included in Table 1; including the installation date,
abandonment date (if applicable), northing, easting, ground surface elevation, datum elevation, and top of
rock if encountered. Well construction records, abandonment records and boring logs, where available,
are included in Appendix A.
H. MAPS
Requested maps are presented in the PLATES section of this report.
9of10

Application for Permit to Const...... and/or Use Wells for Injection MESCG Project No.G 10061.0
Sure+ County Closed Landfill, Mt. Airy, NC March 22, 2010
I. REFERENCES
(1) Bouwer, H., and Rice, R.C., 1976, A Slug test for determining hydraulic conductivity of unconfined
aquifers with completely or partially penetrating wells: Water Resources Research, v. 12, n. 3, p. 423-
428.
(2) Daniel, C.C. III, and Dahlen, P.R. 2002, Preliminary Hydrogeologic Assessment and Study Plan for a
Regional Ground -Water Resource Investigation of the Blue Ridge and Piedmont Provinces of North
Carolina: U.S. Geological Survey Water -Resources Investigations Report 024105.
(3) Davis, Stanly N., Thompson, Glenn M., Bently, Harold W., Stiles, Gary, 1980, Groundwater Tracers
— A Short Review. GROUND -WATER, v. 18, n. 1, p. 14-18.
(4) EDS Remediation, LLC, www.eosremediation.com
(5) Espenshade, G.H., Rankin, D.W., Shaw, K. Weir, & Newman, R.B., 1975, Geologic map of the east
half of the Winston Salem quadrangle, North Carolina -Virginia. U.S. Geological Survey
Miscellaneous Investigations Series Map 1-709-B, scale 1:250,000.
(6) Hatcher, R.D., and Goldberg, S.A., 1991, The Western Piedmont Geologic Province, p. 36-58 in The
Geology of the Carolinas, The University of Tennessee Press, Knoxville, TN.
(7) Heath, R.C., 1984 Ground -water regions of the United States: U.S. Geological Survey Water -Supply
Paper 2242,78 p.
(8) Municipal Engineering Services Company, P.A, December 2007, Assessment of Corrective, Measures,
Surry County, Permit# 86d12, Adt. Airy, Surry Couno� North Carolina.
(9) Municipal Engineering Services Company, P.A_, December 2010, Corrective Action Plan-Addendum-
(10) Municipal Engineering Services Company, P.A, April 1994. Surry County Transition Plan.
10 of 10

TABLES

Table 1: Well Construction Details
Monitoring Date Ground Datum Northing Fasting Well Boring Screen Interval Tap of
Well Installed Elevation Elevation Diameter Diameter (BGS) Rock (elev.)
MW-1
11/28/1989
1133.15
1134.35
982415.3900
1538683.5600
2
6
30-40
MW-2
11/28/1989
1068.36
1068.86
981188.9200
1538522.6400
2
6
60-70
-
MW-3R
09/27/1994
1015.00
1017.50
980800.7900
1537523.9900
2
6
86-101
1002.00
MW-3RS
05/17/2001
1018.24
1020.57
980774.6600
1537562.0900
2
6
37-52
1004.24
MW-4
08/30/1994
1025.06
1026.26
980773.3700
1538343.9200
2
6
40.4-55.4
1020.06
MW-5
08/27/1994
1077.78
1080.18
980752.5000
1537979.7100
2
6
48-63
1061.78
MW-6
09/07/1994
1065.61
1067.67
981781.4700
1537810.6400
2
6
14.7-29,7
1050.11
MW-7
08/23/1994
1071.50
1073.50
982146.6600
1537917.8200
2
6
8-23
1053.00
MW-8
08/16/1994
1086.45
1088.45
982450.8900
1538023.2100
2
6
39-54
1041.45
MW-9
08/22/1994
1092.07
1094.07
982459.9300
1537691.5700
2
8
28.8-43.8
-
MW-11
08/15/1994
1150.40
1151.80
983287,9100
1538278.0400
2
6
25-40
1131.90
MW-12S
05/31/2001
1023.25
1025.80
981225.2500
1538712.1200
2
6
11-51
MW-12D
05/30/2001
1023.75
1027.05
981232.6200
1538705.7100
2
6
90-100
MW-13
05/30/2006
1005.75
1008.48
980896.6851
1538645.3057
2
7.75
20.78-35.78
961.75
MW-14
05/30/2006
1016.11
1018.80
980620.7382
1538330.1252
2
7.75
33.03-48.03
1012.11
MW-15
06/22/2006
1073.23
1075.96
980455.7576
1537966.3428
2
7.75
42-57
1045.23
MW-16
06/21/2006
996.67
999.54
980732.6585
1537485.4425
2
7.75
21.3-36,3
987.67
MW-17
06/01/2007
962.26
965.43
9803783804
1537362.2222
2
5.5
5,32-15.32
962,26
MW-18
0610l/2007
-
-
-
-
2
7.75
8.5-8.15
-
MW-19
06/01/2007
942.97
946.27
979885,7429
1537930.9885
2
7.75
7.1-17.1
925.87
M W -20
06/01/2007
1079.12
1082.19
982364.4458
1537648.3166
2
5.5
10.64-25.64
1072.12
MW-21
06/01/2007
962.22
965.36
980599.6655
1538483.3653
2
7.5
5.41-15.41
952.22
MW-22
06/01/2007
950.23
953.40
980145.1343
1537605.0256
2
5.5
6.04-16.04
936.23
MW-23
06/01/2007
952.09
955.31
980097.0793
1538346.6748
2
7.75
7.1-17.1
-
NOTE:
1. Ground, datum and TOR elevations are in units of feet, well and boring diameter are in units of inches.
Surry County Closed, Mt. Airy

Table 2: Historical Groundwater Elevations
WELL
10/20/1994
2/2/1995
2/21/1995
3/9/1995
10/9/1995
10/22/1996
4/30/1997
10/1311997
4/28/1998
10/13/199B
5/4/1999
10/20/1999
M W -1
1109.15
1109.10
1109.47
1109.85
1108.63
1111.35
1112.10
1108.35
1112.58
1108.44
1108.72
1108.19
MW-2
1025.96
1026.11
1026.28
1026.15
1025.50
1026.76
1027,94
1026,84
1027.28
1026.96
1026.40
1025.67
MW-313
983.05
974.50
972.65
971.42
975,30
976.18
977.50
975.29
978.10
973.83
975.50
974.54
MW-3RS
-
-
-
-
-
-
-
-
-
-
-
-
MW-4
988.45
988.59
988.61
988.84
986.46
991.01
995.09
990.04
992.86
991.51
988.60
986.87
MW-5
1040.27
1039.43
1039.49
1039.22
1038.47
1040.05
1041.43
1039.93
1040.18
1039.79
1039.28
1038.09
MW -6
1045.14
1045-00
1045.25
1045.92
1045.37
1045.36
1045.67
1044.91
1045.86
1045.19
1045.22
1044.95
MW-7
1060.27
1060.67
1060.78
1061.17
1060.19
1061.06
1061.00
105933
1061.50
1060.12
1059.48
1060.30
MW -8
1046.22
1045.62
1045.62
1045.78
1045.23
1046.45
1047.12
1045.22
1047.45
1046.41
1045.95
1046.65
MW-9
1057.84
1056.37
1057.42
1057.57
1057.47
1058.50
1059.15
1057.97
1058.32
-
-
-
MW -11
1129.95
1126.80
1126.90
1127.30
1129.00
1130.87
1130.64
1126.68
1132.55
1128.50
1126.17
1130.30
MW-12S
-
-
-
-
-
-
-
-
-
-
-
-
MW-12❑
-
-
-
-
-
-
-
-
-
MW-13
-
-
-
-
-
-
-
-
-
-
-
MW-14
-
-
-
-
-
-
-
-
-
-
-
MW-15
-
-
-
-
-
-
-
MW-16
-
-
-
-
-
-
-
-
-
-
WELL
411812DD0
10/19/2000
5/10/2001
11/20/2001
5123120D2
111612002
5/1/2003
10/23/2003
4/28/2004
10/12/2004
5/4/2005
10/18/2005
MW-1
1108.51
1108.44
1108.55
1108.04
1108.62
1108.21
1112.84
1110.69
1109.54
1109.37
1113.19
1109.45
MW-2
1026.22
1026.14
-
1025.50
-
1025.45
1028.24
1028.86
1027.72
1027.23
1027.81
1027.87
MW-3R
974.87
974.62
974.88
973.91
970.23
974.30
977.61
968.97
976.35
985.06
976.94
976.60
MW-3RS
-
-
-
-
-
-
-
-
-
-
988.66
988.65
MW-4
987.48
987.06
986.97
985.30
984.03
983.84
993.81
994.08
991.18
990.09
992.41
990.46
MW -5
1036.28
1039.15
1038.18
1037.25
1037.03
1036.55
1037.80
1040.45
1040.17
1037.63
1039.58
1039.56
MW •6
1045.77
-
1045.04
1036.74
1045.35
1045.86
1045.80
1045.69
1045.66
1045.06
1045.84
1046.22
MW-7
1060.89
1060.58
106D.47
1058.67
1059.91
1059.72
1062.05
1061.64
1061.10
1061.03
1061.62
1061.23
MW -8
1045.72
1045.45
1045.09
1043.98
1044.34
1044.51
1048.73
1049.15
1048.39
1046.74
1047.34
1047.00
MW-9
-
-
-
-
-
1057.61
1057.52
1060.26
1059.66
1059.62
1060.32
1060.28
MW -11
1131.07
1129.67
1129.25
1127.22
1128.23
1129.59
1133.35
1132.81
1129.39
1130.23
1127.89
1129-81
MW-12S
-
-
-
-
-
-
-
-
-
-
-
MW-12D
-
-
-
-
-
-
-
-
-
-
-
MW-13
-
-
-
-
-
-
-
-
-
-
-
MW-14
-
-
-
-
-
-
-
-
-
-
-
MW-15
-
-
-
-
-
-
-
-
-
-
-
-
MW-16
-
-
-
-
-
-
-
-
-
-
Surry County Closed, Mt. Airy

Table 2: Historical Groundwater Elevations
WELL.
4/24/2006
10.1912006
5r912007
8/312007
10,23/2007
5/7/2008
10/28/2008
5119/2009
10/20.12009
5/18/2010
10/1912010
MW -1
1109.62
1108.65
1109,81
1108.33
1108,17
1109.53
1108.49
1110.91
1108.62
1110.10
1108,68
MW-2
1026.91
1026.42
1027.24
1026.65
1026.54
1026.84
1025.40
1027.38
1026.76
1027.91
1026.91
MW-3R
975.48
973.38
975.73
974.24
974.36
975.45
973.85
976.74
973.51
976.58
974.92
MW-3RS
987.78
985.69
987.03
977.31
985.47
987.52
985.96
989.78
986.31
989.15
985.90
MW-4
989.40
987.53
990.52
989.06
987.98
988.86
988,74
988.75
989.89
993.63
990.06
MW -5
1038.47
1037.77
1038.38
1037.92
1037.27
1037.38
1037.22
1037.90
1038.18
1038.76
1037.88
M W -6
1045.47
1045.25
1045.63
1045.18
1044.96
1045.70
1045.32
1045.77
1045.55
1046.38
1045.50
M W -7
10 60.6 5
1059.45
1061.30
10 59.97
1059.10
10 61.0 9
1059.44
1061.74
1060.52
1061.6 4
1061.27
MW -8
1045.85
1044.60
1046.25
1045,13
1044.70
1045.43
1044.24
1046.60
1045.93
1048.31
1046.10
MW -9
1059.65
1059.05
1060.03
1059.17
1059.13
1059.39
1059.06
1060.06
1051,48
1064.07
1060.30
M W -11
1128.59
1127.62
1129.24
1127.69
1127.70
1129.49
1128.11
1131.35
1128.91
1131.69
1128.29
MW-12S
1012.51
1010.72
1012.45
1003.30
1010.90
1012.69
1011.29
1012.70
1012.05
-
1011.18
MW-12D
1027.05
1027.04
1026.92
1026.92
1027.03
1026.88
1026.89
1026.93
1026.97
-
-
MW-13
976.17
980.99
982.57
981.20
980.94
981.78
980.60
982.16
982.04
983.93
982.31
MW-14
975.65
976.95
981.40
978.03
977,10
977.99
975.99
980.30
979,40
985.93
979.89
MW -15
1020.16
1023.19
1023.27
1023.98
1024.07
1022.78
1022.65
1022.23
1024.61
1027.45
1025.36
MW-16
963.63
971.88
973.24
971.73
971.74
972.93
971.40
974.08
970.62
973.65
972.22
MW-17
-
-
965.43
956.96
956.79
957.38
956.55
957.68
957.01
957.42
956.83
MW-19
-
-
-
936.53
936.60
936.76
936.62
936.95
937.09
-
-
MW-20
-
-
-
1062.09
1062.00
1061.88
1061.51
1062.23
1062.05
1062.76
936,91
MW-21
-
-
-
958.85
958.68
959.27
958.65
959.45
959.21
960.26
1062.06
MW-22
-
-
947.19
947.61
948.92
948.67
949.31
949.12
949.59
959.35
MW-23
-
947.02
947.33
947.89
94T87
948.27
948.00
949.13
Surry County Closed, Mt. Airy

Table 2: Historical Groundwater Elevations
Observed
Observed
WELL
Difference
Average
High
Low
MW-1
1113.19
1108.04
5.15
1109.49
MW-2
1028.86
1025.40
3.46
1026.78
MW-3R
985.06
968.97
16.09
975.33
MW-3RS
989.78
977.31
12.47
986.55
MW-4
995.09
983.84
11.25
989.37
MW-5
1041.43
1036.28
5.15
1038.64
MW-6
1046.38
1036.74
9.64
1045.22
MW-7
1062.05
1058.67
3.38
1060.60
MW-8
1049.15
1043.98
5.17
1046.09
MW -9
1064.07
1051.48
12.59
1058.79
MW-11
1133.35
112617
7.18
1129.22
MW-12S
1012.70
1003.30
9.40
1010.98
MW-12❑
1027.05
1026.88
0.17
1026.96
MW-13
983.93
976.17
7.76
981.34
MW-14
985.93
975.65
10.28
978.97
MW-15
102.7.45
1020.16
7.29
1023.61
MW •16
974.08
963.63
10.45
971.56
MW-17
965.43
956.55
8.88
958.01
MW-19
937.09
936.53
0.56
936.76
MW-20
1062.76
936.91
125.85
1046.43
MW-21
1062.06
958.65
103.41
972.05
MW-22
959.35
947.19
12.16
949.97
MW-23
949.13
947.02
2.11
947.93
Surry County Closed, Mt. Airy

Table 3: Flow Rate Calculations
Well
h, (ft)
h= (ft)
dh (Ft)
dl (fit)
I
(cm sec)
n• M
v (itlyr)
Lithology
MW-1
1109.55
MOM
9.55
120.20
0.0795
4.30E-05
15
0.24
-
MW-2
1026,75
1020M
6.75
26.03
0.2593
4.30E-05
15
0.77
-
MW-3RS
985.62
1000.00
14.38
151.77
0.0947
2.40E-05
5
0.47
Fractured Schist
MW-4
989.25
980.00
9.25
78.39
0.0811
1.10E-04
5
1.85
Fractured Schist
MW-5
1038.87
1020.00
18.87
118.54
0.1592
1.50E-05
5
0.49
Fractured Schist
MW-6
1045,11
1040.00
5.11
55.51
0.0921
1.90E-05
15
0.12
Fractured Schist
MW-7
1060,56
1040.00
20.56
190.48
0.1079
8.10E-04
15
6,03
Sandy Silt 1 Schist
MW-8
1046.14
1060.00
13.86
80.18
0.1729
4.40E-04
15
5.25
Fractured Schist
MW-9
1058.62
1060.00
1.38
410.93
0.0034
1.70E-04
15
0.04
Sandy Silty
MW-12S
100&84
1000.00
8.84
28.46
0.3106
-
3
-
Fractured Schist
MW-13
979.45
1000.00
20.55
154.92
0.1326
2.06E-04
23
1.23
Silty Sand
MW-14
976.88
1000.00
23,12
132.25
0.1748
7.45E-03
3
449.18
Fractured Schist
MW-15
1022.44
1040.00
17.56
105.90
0.1658
7.21E-05
3
4.12
Fractured Schist
MW-16
969.08
1000.00
30.92
196.82
0.1571
2.82E-05
3
1.53
Fractured Schist
MW-17
955.96
980.00
23.04
238.98
0.0964
2.94E-04
3
9.78
Gneiss
MW-19
936.53
980.00
43.47
213.00
0.2041
1.10E-03
3
77.42
PWR-Schist
MW-20
1062.09
1060.00
2.09
36.74
0.0569
1.92E-04
3
3.77
Gneiss
MW-21
958.85
980.00
21.15
141.49
0.1495
1.28E-03
3
65.99
Gneiss
MW-22
947.19
980.00
32.81
217.42
0.1509
9.88E-04
15
10.28
Sandy Sift Schist
MW-23
947.02
980.00
32.98
268.56
0.1228
3.04E-04
15
2.58
Sandy Silt
NOTES
1. Parameters dh and dl denote the difference in the hydraulic head and the horizontal distance, respectively, between
two measurement points. A line is constructed from a piezometer to a perpendicular of the potentiometric contour based
on the Average Potentiometric Groundwater Map, presented in the CAP. The hydraulic head is the absolute value of the
difference in the groundwater elevation at the piezometer, h1, and the elevation of the corresponding potentiomethc
contour, h2. The horizontal distance, dl, is the length of the line.
2. Parameter i denotes the hydraulic gradient associate with the line, and is defined by the equation
A
1= -
cll
3. Parameter ne denotes the effective porosity.
4. K denotes the hydraulic conductivity determined from field slug tests.
5. Parameter v denotes the average linear velocity. The average linear velocity, denoted by v, is defined by the equation:
xA
V---
n, dd
Surry County, Mt. Airy Closed

Table 4: Historic VCC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L'
MW-11
1, 1 -Dichloroethane
5
ugll
10/20/1994
75-34-3
6
Mw-11
1,1-Dichloroethane
12
ugll
02/2111995
75-34-3
6
MW-11
1,1-Dichloroethane
11
ugll
03/09/1995
75-34-3
6
MW-11
1,1-Dichloroethane
40
ugll
10/05/1995
75-34-3
6
MW-11
1,1-Dichloroethane
10
ugll
10/13/1997
75-34-3
6
MW-11
1,1-Dichloroethane
6.5
ug/l
10/1912006
75-34-3
6
MW-11
1,1-Dichloroethane
3
ugll
05/11/2007
75-34-3
6
MW-11
1,1-Dichloroethane
3.3
ugll
10/26/2007
75-34-3
6
MW-11
1,1-1)ichloroethane
2.6
ugll
05/08/2008
75-34-3
6
MW-11
1,1-Dichloroethane
3.2
ugll
10/29/2008
75-34-3
6
MW-11
1,1-Dichloroethane
2.2
ugll
05/14/2009
75-34-3
6
MW-11
1,1-Dichloroethane
0.63
ugli
5/24/2010
75-34-3
6
MW-11
1,1-Dichloroethane
1.4
ug11
10/21/2010
75-34-3
6
MW-11
1,1-Dichloroethane
1.9
ugll
10/21/2009
75-34-3
6
MW-12S
1, 1 -Dichloroethane
0.94
ugll
05/09/2007
75-34-3
6
MW-12S
1,1-Dichloroethane
1.5
ugll
10/29/2007
75-34-3
6
MW-12S
1,1-Dichloroethane
1.8
ugll
05/08/2008
75-34-3
6
MW-12S
1,1-Dichloroethane
3.1
uglt
10128/2008
75-34-3
6
MW-12S
1,1-Dichloroethane
1.7
ug1{
05/13/2009
75-34-3
6
MW-12S
1,1-Dichloroethane
1.1
ugh
5/18/2010
75-34-3
6
MW-12S
1,1-Dichloroethane
1.4
ugli
10/19/2010
75-34-3
6
MW-12S
1,1-Dichloroethane
1.4
ugll
1012D12009
75-34-3
6
MW-13
1,1-Dichloroethane
29.5
ug/l
07/27/2006
75-34-3
6
MW-13
11-Dichloroethane
33
ugll
1011912006
75-34-3
6
MW-13
1,1-Dichloroethane
28
ugll
05/0912007
75-34-3
6
MW-13
1,1-Dichloroethane
21
ugll
10/24/2007
75-34-3
6
MW-13
1,1-Dichloroethane
23
ugll
05/07/2008
75-34-3
6
MW-13
1,1-Dichloroethane
21.9
ugll
10/29/2008
75-34-3
6
MW-13
1,1-Dichloroethane
17.6
ugll
05/14/2009
75-34-3
6
MW-13
1,1-Dichloroethane
10.8
ugll
512512010
75-34-3
6
MW-13
1,1-Dichloroethane
13.7
ugll
10/19/2010
75-34-3
6
MW-13
1,1-Di chloroethane
13.7
ugll
10/22/2009
75-34-3
6
MW-14
1.1-Dichloroethane
6
ugll
0712712D06
75-34-3
6
MW-14
1,1-Dichloroethane
9.1
ug11
10/19/2006
75-34-3
6
MW-14
1,1-Dichloroethane
&6
u911
05/09/2007
75-34-3
6
MW-14
1,1-Dichloroethane
&5
ugll
10126/2007
75-34-3
6
MW-14
1,1-Dichloroethane
8.1
ugll
05/08/2008
75-34-3
6
MW-14
i,1-Dichloroethane
9.5
ug11
10/29/2008
75-34-3
6
MW-14
1.1-Dichloroethane
4.9
ugll
05/14/2009
75-34-3
6
MW-14
1.1-Dichloroethane
5.3
ugll
5/20/2010
75-34-3
6
MW-14
1,1-Dichloroethane
7.2
u911
10/21/2010
75-34.3
6
MW-14
1,1-Dichloroethane
8.2
ugll
10/20/2009
75-34-3
6
MW-15
1,1-Dichloroethane
26.3
ugll
07/27/2006
75-34-3
6
MW-15
1,1-Dichloroethane
38
ugli
10/19/2006
75-34-3
6
MW-15
1,1-Dichloroethane
37
ugll
05/09/2007
75-34-3
6
MW-15
1,1-Dichloroethane
34
ugll
10/23/2007
75-34-3
6
MW-15
1,1-Dichloroethane
25
ugll
05/0712008
75-34-3
6
MW-15
1,1-Dichloroethane
34.1
ugll
10/29/2008
75-34-3
6
MW-15
1,1-Dichloroethane
32.3
ugll
05/1312009
75-34-3
6
MW-15
1,1-Dichloroethane
24.9
ugll
5/2512010
75-34-3
6
MW-15
1,1-Dichloroethane
21
ugll
10/22/2010
75-34-3
6
Surry County Closed, Mt. Airy

Table 4: Historic VDC Detections
Well ID
MW-15
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-16
MW-17
MW-17
MW-17
MW-17
MW-17
MW-17
MW-17
MW-19
MW-19
MW-19
MW-19
MW-19
MW-19
MW-19
MW-19
M W-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
MW-2
-Al �
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L.
1,1-Dichloroethane
36.4
ugll
10/26/2009
75-34-3
6
1,1-Dichloroethane
16.2
ugll
07/2712006
75-34-3
6
1,1-Dichloroethane
19
ugll
10/19/2006
75-34-3
6
1,1-Dichloroethane
12
ugll
05/09/2007
75-34.3
6
1,1-Dichloroethane
11
ugll
10/24/2007
75-34-3
6
1,1-Dichloroethane
10
ugll
05J0712008
75-34-3
6
1,1-Dichloroethane
12-2
ugll
10/29/2008
75-34-3
6
1.1-Dichloroethane
4.3
ug11
05113/2009
75-34-3
6
1,1-Dichloroethane
6.3
ugll
5/25/2010
75-34-3
6
1,1-Dichloroethane
7.8
ugll
10119/2010
75-34-3
6
1,1-Dichloroethane
7.9
ugll
10/22/2009
75-34-3
6
1. 1 -Dichloroethane
4.1
ugll
10/24/2007
75-34-3
6
1,1-Dichloroethane
1
ugll
05/07/2008
75-34-3
6
1.1-Dichloroethane
1.3
uglt
10/29/2008
75-34-3
6
1,1-Dichloroethane
0.66
Ug11
05/13/2009
75-34-3
6
1,1-Dichloroethane
1.8
Ugll
5/19/2010
75-34-3
6
1,1-Dichloroethane
1.7
ugll
10/19/2010
75-34-3
6
1,1-Dichloroethane
4.2
ugll
10/20/2009
75-34-3
6
1,1-Dichloroethane
2.1
ugli
06/04/2007
75-34-3
6
1,1-Dichloroethane
2.2
ugli
10/24/2007
75-34-3
6
1,1-Dichloroethane
2.6
ugll
05/07/2008
75-34-3
6
1,1-Dichloroethane
2.9
ug/i
10/28/2008
75-34-3
6
1,1-Dichloroethane
1.9
ugll
05/12/2009
75-34-3
6
1, 1 -Dichloroethane
2.4
ugli
5/18/2010
75-34-3
6
1,1-Dichloroethane
3
ugli
10/19/2010
75-34-3
6
1. 1 -Dichloroethane
4
ugll
10/26/2009
75-34-3
6
1. 1 -Dichloroethane
6
ugll
10/20/1994
75-34-3
6
1,1-Dichloroethane
45
ugll
02/21/1995
75-34-3
6
1.1-Dichloroethane
41
ugll
03/09/1995
75-34-3
6
1,1-Dichloroethane
50
ugll
04/24/1996
75-34-3
6
1,1-Dichloroethane
57
ugll
10/22/1996
75-34-3
6
1,1-Dichloroethane
51
ugll
04/30/1997
75-34.3
6
1,1-Dichloroethane
64
ugll
10/13/1997
75-34-3
6
1,1-Dichloroethane
65
ugll
04/28/1998
75-34-3
6
1,1-Dichloroethane
54
ugll
05/04/1999
75-34-3
6
1,1-Dichloroethane
68
ug/l
10119M999
75-34-3
6
1,1-Dichloroethane
75
ugll
04M812000
75-34-3
6
1,1-Dichloroethane
84
ugll
10/19/2000
75-34-3
6
1,1-Dichloroethane
65
ugll
11/20/2001
75-34-3
6
1,1-Dichloroethane
64
ugll
11/06/2002
75-34-3
6
1,1-Dichloroethane
63
ugll
05/01/2003
75-34-3
6
1,1-Dichloroethane
69
ugll
05/01/2003
75-34-3
6
1,1-Dichloroethane
70
ugll
10123/2003
75-34-3
6
1,1-Dichloroethane
fig
ugll
10/23/2003
75-34-3
5
1,1-Dichloroethane
59
ugll
04128/2004
75-34-3
6
1,1-Dichloroethane
62
ugll
05/05/2005
75-34-3
6
1.1-Dichloroethane
47
ugll
10/19/2005
75-34-3
6
1,1-Dichloroe thane
27.4
ugll
05/01/2006
75-34-3
6
1,1-Dichloroethane
44
ugll
10119/2006
75-34-3
6
1,1-Dichloroethane
42
ug/l
05/11/2007
75-34-3
6
1,1-Dichloroethane
33
u911
10126/2007
75-34-3
6
ty Closed, Mt. Airy

Tattle 4' Historic VOG Detections
Well I❑
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L`
MW-2
1,1-Dichloroethane
39
ug/l
05/08/2008
75-34-3
6
MW-2
1,1-Dichloroethane
27.9
ug/l
0511412009
75.34-3
6
MW-2
1,1-Dichloroethane
28.2
ugll
5/26/2010
75-34-3
6
MW-2
11-Dichloroethane
16
ug/l
10/19/2010
75-34-3
6
MW-2
11-Dichloroethane
27.4
ugll
10122/2009
75-34-3
6
MW-21
1,1-Dichloroethane
33
ugll
06/06/2007
75.34.3
6
MW-21
1,1-Dichloroethane
22
ugll
10124/2007
75-34-3
6
MW-21
1,1-Dichloroethane
23.9
ugll
10/29/2008
75.34.3
6
MW-21
1,1-Dichloroethane
13.4
ugll
06113/2009
75-34.3
6
MW-21
1,1-Dichloroethane
18.2
ug4
5/2412010
75.34-3
6
MW-21
1,1-Dichloroethane
14.6
u911
1012212010
75-34-3
6
MW-21
1,1-Dichloroethane
15.8
ugh
10/22/2009
75-34.3
6
MW-22
1,1-Dichloroethane
5.8
ugll
06/06/2007
75-34-3
6
MW-22
1, 1 -Dichloroethane
5.8
ug11
10/24/2007
75-34-3
6
MW-22
1,1-Dichloroethane
3.2
ugll
05/13/2009
75-34-3
6
MW-22
1,1-Dichloroethane
3.6
ug11
5/19/2010
75-34-3
6
MW-22
1, 1 -Dichloroethane
4.9
ugll
10/19/2010
75-34-3
6
MW-22
1,1-Dichloroethane
5.4
ugll
10/20/2009
75-34-3
6
MW-23
1,1-Dichloroethane
2.7
ug11
06/06/2007
75-34-3
6
MW-23
1,1-Dichloroethane
1.6
ugll
10/24/2007
75-34-3
6
MW-23
1,1-Dichloroethane
1.8
ugll
05/07/2008
75-34-3
6
MW-23
1, 1 -Dichloroetha ne
1.6
ugll
10/28/2008
75-34-3
6
MW-23
1,1-Dichloroethane
1.3
ug11
05/13/2009
75-34-3
6
MW-23
1,1-Dichloraethane
2.2
ugli
5/18/2010
75-34-3
6
MW-23
1,1-Dichloroethane
2.1
ugll
10/19/2010
75-34-3
6
MW-23
1.1-Dichleroethane
1.7
ugll
10/20/2009
75-34-3
6
MW-3R
1,1-Dichloroethane
99
ugll
10/20/1994
75-34-3
6
MW-3R
1.1-Dichloroethane
0.35
ug/I
10!2212009
75-34-3
6
MW-3RS
1,1-Dichloroethane
26
ugll
10/12/2004
75-34-3
6
MW-3RS
1.1-Dichloroethane
16
ugll
0510412005
75-34-3
6
MW-3RS
1,1-Dichloroethane
20
ugll
10118/2005
75-34-3
6
MW-3RS
1,1-Dichloroethane
13.5
u911
05101/2006
75-34-3
6
MW-3RS
1,1-Dichloroethane
27
ug11
10119/2006
75-34-3
6
MW-3RS
1,1-Dichloroethane
27
u911
0510912007
75-34-3
6
MW-3RS
1,1-Dichloroethane
16
u911
10/2312007
75-34-3
6
MW-3RS
1,1-Dichloroethane
21
ugIl
0510712008
75-34-3
6
MW-3RS
1,1-Dichloroethane
9.3
ugll
05/1312009
76-34-3
6
MW-3RS
1,i-Dichloroethane
12.4
ug11
5/25/2010
75-34-3
6
MW-3RS
1,i-Dichloroethane
9.8
ugll
1012212D10
75-34-3
6
MW-3RS
1,1-Dichloroethane
14.5
ugll
10/2212009
75-34-3
6
MW-4
1,1-1)ichloroethane
12
ugll
10/2011994
75-34-3
6
MVVA
1,1-Dichloroethane
6
ugll
02/21/1995
75-34-3
6
MWA
1,1-Dichloroethane
6
ugll
03/09/1995
75-34-3
5
MW-4
1,1-Dichloroethane
17
ugll
1010511995
75-34-3
6
MW-4
1,1-Dichloroethane
5
ugll
10/22/1996
75-34-3
6
MWA
1,1-Dichloroethane
6
ugll
10/13/1998
75-34-3
6
MWA
1,14Dichloroethane
5.2
ugll
10/1911999
75-34-3
6
MW4
1,1-Dichloroethane
6.5
ugll
04/18/2000
75-34-3
6
MW-4
1,1-Dichloroethane
7.9
ug11
1011912000
75-34-3
6
MW-4
1,1-Dichloroethane
7A
ug11
1011912D00
75-34-3
6
MW-4
1,1-Dichloroethane
6.1
ugll
05110/2001
75-34-3
6
Surry County Closed, Mt. Airy

Table 4: Historic VDC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L-.
MWA
1,1-Dichloroethane
6.5
ugn
1112012001
75-34-3 -
6
MW-4
1,1-Dichloroethane
7.6
ugll
11106/2002
75-34-3
6
MW-4
1,1-Dichloroethane
7.9
ugll
05101/2003
75-34-3
6
MW-4
1,1-Dichloroethane
12
ugll
10123/2003
75-34-3
6
MW-4
1,1-Dichloroethane
9.7
ug11
04/2812004
75-34-3
6
MW-4
1,1-Dichloroethane
7.8
ugll
10112/2004
75-34.3
6
MW-4
1,1-❑ichloroethane
10
u911
05/0412005
75-34.3
6
MW-4
1,1•Dichloroethane
9
ugll
1011912005
75-34-3
6
MW-4
1,1-Dichloroethane
11
ugll
10119/2006
75-34-3
6
MW-4
1,1-Dichloroethane
11
u911
05/0912007
75-34-3
6
MW-4
1,1-Dichloroethane
9
11911
10/23/2007
75.34.3
6
MW-4
1,1-Dichloroethane
12
u911
05/07/2008
75.34-3
6
MW-4
1,1-Dichloroethane
a.2
ugll
0511312009
75-34.3
6
MW-4
1,1-Dichloroethane
9.5
ugll
5/20/2010
75-34.3
6
MWA
1,1-Dichloroethane
9.2
ugll
10/22/2010
75-34-3
6
MW-4
i,1-Dichloroethane
9.5
ugll
10/21/2009
75-34-3
6
MW-5
1,1-Dichloroethane
11
ugll
10/20/1994
75.34.3
6
MW-5
1,1-Dichloroethane
28
ugll
02/21/1995
75.34-3
6
MW-5
1,i-Dichloroethane
29
ugli
03/09/1995
75-34.3
6
MW-5
1,1-Dichloroethane
48
ugli
10/05/1995
75-34.3
6
MW-5
1,1-Dichloroethane
44
ugli
04/24/1996
75-34-3
6
MW-5
1,1-Dichloroethane
52
ugll
10/22/1996
75-34-3
6
MW-5
1,i-Dichloroethane
33
u911
04/30/1997
75.34.3
6
MW-5
1,1-Dichloroethane
34
ugll
10/13/1997
75-34-3
6
MW-5
1,1-Dichloroethane
31
ugll
10/13/1998
75-34-3
6
MW-5
1,1-Dichloroethane
32
ugll
05/04/1999
75-34-3
6
MW-5
1,1-Dichloroethane
33
ugll
10/19/1999
75-34-3
6
MW-5
1,1-Dichloroethane
39
ugll
04/18/2000
75-34-3
6
MW-5
1,1-Dichloroethane
42
ugll
10/19/2000
75.34.3
6
MW-5
1,1-Dichloroethane
34
ugll
05/10/2001
75-34-3
6
MW-5
1,1-Dichloroethane
37
ugll
11/20/2001
75.34.3
6
MW-5
1,1-Dichloroethane
38
ugll
11/20/2001
75-34-3
6
MW-5
IIJ-Dichloroethane
36
ugll
05/23/2002
75-34-3
6
MW-5
1,1-Dichloroethane
36
ugll
0512312002
75-34-3
6
MW-5
1,1-Dichloroethane
37
ugll
11/06/2002
75-34-3
6
MW-5
1,1-Dichloroethane
34
ugll
11/06/2002
75-34-3
6
MW-5
1,1-Dichloroethane
28
ugll
05/0112003
75-34-3
6
MW-5
1,1-Dichloroethane
31
ugll
10/23/2003
75-34-3
6
MW-5
1,1-Dichloroethane
27
ugll
04/28/2004
75-34-3
6
MW-5
11-Dichloroethane
30
ugll
10/12/2004
75-34-3
6
MW-5
1,1-Dichloroethane
31
ugll
05/04/2005
75.34-3
6
MW-5
1,1-Dichloroethane
22
ugll
10/19/2005
75-34-3
6
MW-5
1,1-Dichloroethane
10.6
ugll
04/24/2006
75-34-3
6
MW-5
1,1-Dichloroethane
16
ugll
10/19/2006
75-34-3
6
MW-5
1,1-Dichloroethane
13
ugll
06/09/2007
75-34-3
6
MW-5
1,1-Dichloroethane
9.2
ugll
10/23/2007
75-34-3
6
MW-5
1,1-Dichloroethane
I
ugll
06/07/2008
75-34-3
6
MW-5
1,1-Dichloroethane
8.7
ugll
05/13/2009
75-34-3
6
MW-5
1,1-Dichloroethane
8_1
ugll
5125/2010
75-34-3
6
MW-5
1,1-Dichloroethane
7.4
ugll
10/22/2010
75-34-3
6
MW-5
1,1-Dichloroethane
9.8
ugll
10/26/2009
75-34-3
6
5urry County Closed, Mt. Airy

Table 4: Historic VQC ❑etechons
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW21-`
MW-6
1,1-Dichloroethane
13
ugll
10/0511995
75-34-3
6
MW-6
1,1-Dichloraethane
6
ugll
04/2411996
75-34-3
6
VW-6
1,1-Dichloroethane
10
ugll
10/2211996
75-34-3
6
MW-6
1,1-Dichloroethane
11
ugll
04/30/1997
75-34-3
6
MW-6
1,1-Dichloroethane
10
ugll
10/13/1997
75-34-3
6
MVV-5
1,1-Dichloroethane
0.69
ug/I
05111f2007
75-34-3
6
MW-6
1.1-Dichloroethane
0.38
ugll
10/24/2007
75-34-3
6
MW-9
1,1-Dichloroethane
24
ugll
10/2011994
75-34-3
6
MW-9
1,1-Dichloroethane
13
ugll
02/21/1995
75-34-3
6
MW-9
1,1-Dichloroethane
12
ugll
03/0911995
75-34-3
6
MW-9
1,1-Dichloroethane
19
ugll
10/05/1995
75-34-3
6
MW-9
1,1-Dichloroethane
13
ugll
04/24/1996
75-34-3
6
MW-9
1,1-Dichloroethane
18
ugll
10/22/1996
75-34-3
6
MW-9
1,1-Dichloroethane
25
ugll
04/30/1997
75-34-3
6
MW-9
1,1-Dichloroethane
13
ugll
10/13/1997
75-34-3
6
MW-9
1,1-Dichloroethane
7.9
ugll
05/01/2003
75-34-3
6
MW-9
1,1-Dichloroethane
8.4
ugll
10/23/2003
75-34-3
6
MW-9
1,1-Dichloroethane
7.9
ugll
041M2004
75-34-3
6
MW-9
1,1-Dichloroethane
9
ugll
05/05/2005
75-34-3
6
MVV-9
1,1-Dichloroethane
8
ugll
10/19/2005
75-34-3
6
MW-9
1,1-Dichloroethane
6.2
ugll
10/19/2006
75.34-3
6
MW-9
1,1-Dichloroethane
7.1
ugll
0511112007
75-34-3
6
MVV-9
1,1-Dichloroethane
4.2
ugll
10/29/2007
75-34-3
6
MW-9
1,1-Dichloroethane
5.3
ugli
05/06/2008
75-34-3
6
MW-9
1,1-Dichloroethane
3.9
ugfl
05/14/2009
75-34-3
6
MW-9
1,1-Dichloroethane
4.7
ugfl
5/24/2010
75-34-3
6
MVV-9
1,1-Dichloroethane
4
ugfl
10/21/2010
75-34-3
6
MIIV-9
1.1-Dichloraethane
5
ugll
10122/2009
75-34-3
6
5W-1
11-0ichloroethane
14
ugll
10121/1999
75-34-3
6
SW-1
1,1-Dichloroethane
16
ugll
10119/2005
75-34-3
6
SW-1
1,1-Dichloroethane
16
ugll
1011912006
75-34-3
6
SW-1
1,1-Dichloroethane
13
ugll
05109/2007
75.34-3
6
SW-1
1,1•Dichloroethane
7.2
LIgli
10129/2007
75-34-3
6
SW-1
1,1-Dichloroethane
13
ugll
05108/2008
75-34-3
6
SW-1
1,1-Dichloroethane
11.4
ug11
1012812D08
75-34-3
6
SW-2
1,1-Dichloroethane
0.48
ug/i
05111 /2007
75-34-3
6
SW-2
1.1-0ichloroethane
1,3
ugll
05/08/2008
75-34-3
6
SW-2
1,1-Dichloroethane
0.65
ugli
10/19/2010
75-34-3
6
5W-2
1,1-Dichloroethane
0,33
ugll
10/22/2009
75-34-3
6
SW-3
1,1-Dichloroethane
1.4
ugfi
05/08/2008
75-34-3
6
MW-2
1,1-Dichloroethene
7
ugll
10/20/1994
75-35-4
7
MW-2
1, 1 -Dichloroethene
3
ugll
10/05/1995
75-35-4
7
MW-2
1,1-0ichloroethene
1.1
ug11
05/11/2007
75-35-4
7
MW-2
1, 1 -Dichloroethene
0.37
ug11
10/26/2007
75-35-4
7
MW-3R
11-Dichloroethene
13
ugll
0212111995
75-35.4
7
MW-5
1,1-Dichloroethene
33
ugll
04128/1998
75-35-4
7
MW-2
1,1,1-Trichloroethane
22
ugll
10/20/1994
71-55-6
200
MW-2
1,1,1-Trichloroethane
14
ugll
02/21/1995
71-55-6
200
MW-2
1,1,1-Trichloroethane
15
ugll
03/09/1995
71-55-6
200
MW-2
1,1,1-Trichloroethane
15
u911
10/05/1995
71-55-6
200
MVV-2
1,1,1-Trichloroethane
8
ugll
04/24/1996
71-55-6
200
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-2
1,1,1 Trichloroethane
8
ugll
10/22/1996
71-55-6
200
MW-2
1,1,1 Trichloroethane
7
ugA
04/30/1997
71-556
200
MW-4
1,1,1-Trichloroethane
13
ugli
10120/1994
71-55-6
200
MW-4
1,1,1-Trichloroethane
8
ugll
02/21/1995
71-55-6
200
MW-4
1,1,1-Trichloroethane
9
ugll
03109/1995
71-55-6
200
MW-4
1,1,1-Trichloroethane
48
ugll
10/05/1995
71-55-6
200
MW-4
1,1,1-Trichloroethane
6
ug11
04/24/1996
71-55-6
200
MW-4
1,1,1-Trichloroethane
5
ugll
10/22/1996
71-55-6
200
MW-6
1.1,1-Trichloroethane
12
ugll
10/20/1994
71-55-6
200
MW-6
1,1,1-Trichloroethane
6
ug11
02/21/1995
71-55-6
200
MW-6
1,1.1 Trichloroethane
8
ugll
03/09/1995
71-55-6
200
MW-6
1,1,1 Trichloroethane
8
ug/I
10/05/1995
71-55-6
200
MW-13
1,2-Dichlorobenzene
OM
ugll
05/09/2007
95-50-1
20
MW-13
1.2-Dichlorobenzene
0.8
ug/I
10/24/2007
95-50-1
20
MW-13
1,2-Dichlorobenzene
0.65
ug/I
05107/2008
95-50-1
20
MW-13
1.2-Dichlorobenzene
0.73
ugll
10/29/2008
95-50-1
20
MW-13
1,2-Dichlorobenzene
0.68
ugll
05/1412009
95-50-1
20
MW-13
1.2-Dichlorobenzene
0.63
ugll
5/25/2010
95-50-1
20
MW-13
1.2-Dichlorobenzene
0.88
ug/I
10/1912010
95-50-1
20
MW-13
1.2-Dichlorobenzene
0.M8
ug/I
10122/2009
95-50-1
20
MW-15
1,2-Dichlorobenzene
0.42
ug/I
05/0912007
95-50-1
20
MW-15
1,2-Dichlorobenzene
0.37
ugll
10/23/2007
95-50-1
20
MW-15
1.2-Dichlorobenzene
0.6
ugll
05/07/2008
95-50-1
20
MW-16
1,2-Dichlerobenzene
1.4
ugll
05/09/2007
95-50-1
20
MW-16
1,2-Dichlorobenzene
2.3
ug/I
10/24/2007
95-50-1
20
MW-16
1,2-Dichlorobenzene
1.8
ug/I
05/07/2008
95-50-1
20
MW-16
1,2-Dichlorobenzene
2.5
ugll
10/29/2008
95-50-1
20
MW-16
1,2-Dichlorobenzene
1.2
ug/I
05/13/2009
95-50-1
20
MW-16
1,2-Dichlorobenzene
1.7
ug/I
5/25/2010
95-50-1
20
MW-16
1,2-Dichlerobenzene
2.8
ugll
10/19/2010
95-50-1
20
MW-16
1,2-Dichlorobenzene
2.5
ug/I
10/22/2009
95-50-1
20
MW-17
1,2-Dichlorobenzene
1.4
ug/I
10/24/2007
95-50-1
20
MW-17
1,2-Dichlorobenzene
0.54
ug/I
10/29/2008
95-50-1
20
MW-17
1,2-Dichlorobenzene
0.89
ug/I
5/19/2010
95-50-1
20
MW-17
1,2-Dichlorobenzene
1.6
ug/I
10/19/2010
95-50-1
20
MW-17
1,2-Dichlorobenzene
3
ugll
10/20/2009
95-50-1
20
MW-2
1,2-Dichlorobenzene
1.2
ug/I
05/11/2007
95-50-1
20
MW-2
1,2-Dichlorobenzene
1.2
ugll
10/26/2007
95-50-1
20
MW-2
1,2-Dichlorobenzene
1.8
ugll
05/08/2008
95-50-1
20
MW-2
1,2-Dichlorobenzene
2
ug/I
05/14/2009
95-50-1
20
MW-2
1,2-Dichlorobenzene
2.5
ug/I
5/25/2010
95-50-1
20
MW-2
1,2-Dichlorobenzene
2.2
ug/I
10/19/2010
95-50-1
20
MW-2
1,2-Dichlorobenzene
2.9
ug/I
10/22/2009
95-50-1
20
MW-21
1,2-Dichlorobenzene
0.42
ugll
10/24/2007
95-50-1
20
MW-21
12-Dichlorobenzene
0.44
ugA
10/29/2008
95-50-1
20
MW-21
1.2-Dichlorobenzene
0.35
ug/I
10/22/2009
95-50-1
20
MW-22
1,2-Dichlorobenzene
1.1
ug/I
10124/2007
95-50-1
20
MW-22
1,2-Dichlorobenzene
0.58
ug/I
05/13/2009
95-50-1
20
MW-22
1,2-Dichlorobenzene
0.44
ug/I
5/19/2010
95-50-1
20
MW-22
1,2-Dichlorobenzene
1.7
ugll
10/19/2010
95-50-1
20
MW-22
1,2-Dichlorobenzene
1.9
ugll
10/20/2009
95-50-1
20
5urry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-3RS
1,2-Dichlorobenzene
13
ugll
D510912007
95-50-1
20
MW-3RS
1,2-Dich1orobenzene
2.9
ugll
10/23/2007
95-50-1
20
MW-3RS
1,2-Dichlorobenzene
3
ugll
05/07/2008
95-50-1
20
MW-3RS
12-Dichlorobenzene
1.9
ugli
05/13/2009
95-50-1
20
MW-3RS
1,2-Dichlorobenzene
3.5
ugll
5/25/2010
95-50-1
20
MW-3RS
1,2-Dichlorobenzene
2.8
ugll
10/2212010
95-50-1
20
MW-3RS
1,2-Dichlorobenzene
6.2
ugll
10/22/2009
95-50-1
20
MW-5
1,2-Dichlorobenzene
2.4
ugll
05/0912007
95-50-1
20
MW-5
1,2-Dichlorobenzene
3.2
ugll
10/23/2007
95-50-1
20
MW-5
12-Dichlorobenzene
3.1
ugli
05/0712008
95-50-1
20
MW-5
1,2-Dichlorobenzene
3
ug/l
05/13/2009
95-50-1
20
MW-5
1,2-Dichlorobenzene
3.6
ugll
5/25/2010
95-50-1
20
MW-5
1,2-Dichlflrobenzene
3.5
ugll
10/22/2010
95-50-1
20
MW-5
1,2-Dichlorobenzene
2.8
ugll
10/26/2009
95-50-1
20
MW-7
1,2-Dichlorobenzene
0.29
ugli
05/11/2007
95-50-1
20
MW-7
12-Dichlflrobenzene
0,38
ugll
10/21/2010
95-50-1
20
MW-7
1,2-Dichlorobenzene
0.32
ugll
10/20/2009
95-50-1
20
MW-8
12-Dichlorobenzene
0,49
ugll
05/1112007
95-50-1
20
MW-8
12-Dichlorobenzene
0.47
ugli
10/2512007
95-50-1
20
MW-8
12-Dichlorobenzene
0.46
ugli
05/08/2008
95-50-1
20
MW-8
12-Dichlorobenzene
0,47
ugll
10/2812008
95-5D-1
20
MW-8
1,2-Dichlorobenzene
0.54
ug11
05/14/2009
95-50-1
20
MW-8
12-Dichlorobenzene
0,68
ug11
5/24/2010
95-50-1
20
MW-8
1,2-Dichlorobenzene
0,78
ug11
10/21/2010
95-50-1
20
MW-8
1,2-Dichlorobenzene
0.7
ugll
10/22/2009
95-50-1
20
MW-9
1,2-Dichlorobenzene
1.1
ugll
05/11/2007
95-50-1
20
MW-9
1.2-Dichlorobenzene
0.7
ugll
10/2912007
95-50-1
20
MW-9
1,2-Dichlorobenzene
0.92
ugli
05/08/2008
95-50-1
20
MW-9
1,2-Diuhlorobenzene
0,85
ugll
10/28/2008
95-50-1
20
MW-9
1,2-Dichlorobenzene
0.99
ugll
05/14/2009
95-50-1
20
MW-9
1,2-Dichlorobenzene
2.7
ugll
5/24/2010
95-50-1
20
MW-9
1,2-Dichlorobenzene
2.5
ugll
10/21/2010
95-50-1
20
MW-9
12-Dichlorobenzene
1.9
ugll
10/22/2009
95-50-1
20
SW-1
1,2-Dichlorobenzene
0,45
ug11
05/0912007
95-50-1
20
SW-1
1,2-Dichlorobenzene
0.45
ug/l
10129/2007
95-50-1
20
SW-1
1,2-Dichlorobenzene
0,76
ug11
05/08/2008
95-50-1
20
SW-1
1,2-Dichlorobenzene
0.91
ugll
10/28/2005
95-50-1
20
SW-2
1,2-Dichlorobenzene
0.51
ugll
10/22/2009
95-50-1
20
MW-11
1,2•Dichloroethane
5
ugll
03109/1995
107-06-2
0.4
MW•11
1,2-Dichloroethane
0.99
ugll
06/11/2007
107-06-2
0.4
MW-11
1,2-Dichloroethane
0.66
ugll
05114/2009
107-06-2
0.4
M1N-1 I
1.2-Dichloroethane
0.36
ugll
10/21/2010
107-06-2
0.4
MW-13
1,2-Dichloroethane
2.2
ugll
05109=07
107-06-2
0.4
MW-13
1,2-Dichloroethane
2
ugll
10r2412007
107-06-2
0.4
MW-13
1,2-Dichloroethane
1.6
ugll
05/07/2008
107-06-2
0.4
MW-13
1,2-Dichloroethane
1.9
ug11
10/29/2008
107-06-2
0.4
MW-13
1,2-Dichloroethane
1.8
ugll
05/14/2009
107-06-2
0.4
MW-13
1,2-Dichloroethane
1.2
ugll
5/25/2010
107-06-2
0.4
MW-13
1,2-Dichloroethane
1.8
ugll
10/19/2010
107-06-2
0.4
MVV-15
1,2-Dichloroethane
0.52
ugll
05/07/2008
107-06-2
0.4
MW-15
1,2-Dichloroethane
0.73
ugll
05113/2009
107-06-2
0.4
Surry County Closed, Mt. Airy

Table 4: Historic VQC Oetections
Well 1D
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L
MW-15
1,2-Dichloraethane
0.39
ugh
5/25/2010
107-06-2
0.4
MW-15
1,2-Dichloroethane
0.93
ugll
10/26/2009
107-06-2
0.4
MW-16
1,2-Dichloroethane
7.7
ugll
10/19/2006
107-06-2
0.4
MW-16
1,2-Dichloroethane
3
ugll
05/09/2007
107-06-2
0.4
MW-16
1,2-Dichloroethane
3.3
ugll
10/24/2007
107-06-2
0.4
MW-16
1,2-Dichloroethane
2.2
ugll
05/07/2008
107-06-2
0.4
MW-16
1,2-Dichloroethane
3.6
ugll
10/29/2008
107-06-2
0.4
MW-16
1,2-Dichloroethane
1.3
ugll
0511312009
107-06-2
0.4
MW-16
1,2-Dichloroethane
2.4
ugll
5/25/2010
107-06-2
0.4
MW-l6
1,2-Dichloroethane
3.5
ugll
10/1912010
107-06-2
0.4
MW-16
1,2-Dichloroethane
3.6
ugll
1012D2009
107-06-2
0.4
MW-17
1,2-Dichloroethane
0.72
ugll
10/24/2007
107-06-2
0.4
MW-17
1,2-Dichloroethane
0.45
ugll
10/19/2010
107-06-2
0.4
MW-17
1,2-Dichloroethane
0.74
ugll
10/20/2009
107-06-2
0.4
MW-2
1,2-Dichloroethane
7
ug11
10/19/2005
107-06-2
0.4
MW-2
1,2-Dichloroethane
5.2
ugll
05/01/2006
107-06.2
0.4
MW-2
1,2-❑ichloroethane
6.1
ugll
1011912006
107-06-2
0.4
MW-2
1,2-Dichloroethane
3.2
ugll
05/11/2007
107-06-2
0.4
MW-2
1,2-Dichloroethane
2.4
ugll
1012612007
107-06-2
0.4
MW-2
1,2-Dichloroethane
2.4
ugll
05/08/2008
107-06-2
0.4
MW-2
1,2-Dichloroethane
2.7
ugll
05114/2009
107-06-2
0.4
MW-2
1,2-Dichloroethane
3.1
ugll
5/25/2010
107-06-2
0.4
MW-2
1,2-Dichloroethane
2.9
ugll
1Oil 9/2010
107-06-2
0.4
MW-2
1,2-Dichloroethane
3.4
ugll
10/22/2009
107-06-2
0.4
MW-21
1,2-Dichloroethane
1.3
ug11
10/24/2007
107-06-2
0.4
MW-21
1,2-Dichloroethane
1.4
ugll
10/29/2008
107-06-2
0.4
MW-21
1,2-Dichloroethane
0.65
ugll
05/13/2009
107-06-2
0.4
MW-21
1,2-Dichloroethane
0.87
ug11
5/24/2010
107-06-2
0.4
MW-21
1,2-Diichloroethane
0.68
ugll
10/2212010
107-06-2
0.4
MW-22
1,2-Dichloroethane
1
ugll
10/24/2007
107-06-2
0.4
MW-22
1,2-Dichloroethane
0.7
ugll
05/1312009
107-06-2
0.4
MW-22
1,2-Dichloroethane
0.53
ugll
5/19/2010
107-06-2
0.4
MW-22
1,2-Dichloroethane
1.6
ugll
10/19/2010
107-06-2
0.4
MW-22
1,2-Dichloroethane
1.8
ugll
10/20/2009
107-06-2
0.4
MW-3RS
1,2-Dichloroethane
6
ugll
10/1812005
107-06-2
0.4
MW-3RS
1,2-Dichloroethane
6.2
ugll
05/0112006
107-06-2
0.4
MW-3RS
1,2-Dichloroethane
9
ugll
10/19/2006
107-06-2
0.4
MW-3RS
1,2-Dichloroethane
6.6
ugll
05/09/2007
107-06.2
0.4
MW-3RS
1,2-Dichloroethane
4.6
ugll
05/0712008
107-06-2
0.4
MW-3RS
1,2-Dichloroethane
1.9
ug11
05113/2009
107-06-2
0.4
MW-3RS
1,2-Dichloroethane
3.9
ug11
5/25/2010
107-06-2
0.4
MW-3RS
1,2-Dichloraethane
4.5
ug11
10122/2010
107-06-2
0.4
MW-3R5
1,2-Dichloraethane
6.4
ugJ
10/22/2009
107-06.2
0.4
MVl1-1
1 •2-Dichloroethane
0 17
ugll
0511312Q09
107-06-2
0.4
MW-5
1,2-Dichloroethane
1.8
ugll
05/09/2007
107-06-2
0.4
MW-5
1,2-Dichloroethane
1.5
ug11
10123/2007
107.06.2
0.4
MW-5
1,2-Dichloroethane
1.2
ugll
05107/2008
107-06-2
0.4
MW-5
1,2-Dichloroethane
1.3
ugll
05/13/2009
107-06-2
0.4
MW-5
1,2-Dichloraethane
1.7
ugll
5125/2010
107-06-2
0.4
MW-5
1,2-Dichloroethane
1.6
ugll
10122/2010
107-06-2
0.4
MW-5
1,2-Dichloraethane
1.3
ug11
10126/2009
107-06-2
0.4
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name"
Result
Unit
Sample Date
CAS RN
NCGW2L=
MW-9
1,2-Dichloroethane
0.2
UO
05/1412009
107-06-2
0.4
5W-1
1,2-Dichloroethane
1.3
ugli
0510912007
107-06-2
0.4
SW-1
1,2-Dichloroethane
2.2
ugll
05/08/2008
107-06-2
0.4
SW-1
1,2-Dichloroethane
2.2
ugll
10/2812008
107-06-2
0.4
MW-11
1,2-Dichloropropane
10
ugll
02/21/1995
78-87-5
0.6
MW-11
1,2-Dichloropropane
13
ug/l
03/0911995
78-87-5
0.6
MW-11
1,2-Dichloropropane
25
ugll
10/0511995
78-87-5
0.6
MW-11
1,2-Dichloropropane
6.5
ugll
10/19/2006
78-87-5
0.6
MW-11
1,2-Dichloropropane
2.6
ugll
06/1112007
78-87-5
0.6
MW-11
1,2-Dichloropropane
3.5
ugll
1012612007
78-87-5
0.6
MW-11
1,2-Dichloropropane
2.6
ugll
05/0812008
78-87-5
0.6
MW-11
1,2-Dichloropropane
3.1
ugll
10/29/2008
78-87-5
0.6
MW-11
1,2-Dichloropropane
2.1
ugll
05114/2009
78-87-5
0.6
MW-11
1,2-Dichloropropane
1.8
ugll
10/2112010
78-87-5
0.6
MW-11
1,2-Dichloropropane
1.8
ugll
10121/2009
78-87-5
0.6
MW-13
1,2-Dichloropropane
0,35
ugll
10/24/2007
78-87-5
0.6
MW-13
1,2-tichloropropane
0,46
ug11
05/07/2008
78-87-5
0.6
MW-13
1,2-Dichloropropane
0.4
ugll
10/2912005
+78-87-5
0.6
MW-13
1,2-Dichloropropane
0,37
ugll
05/14/2009
78-67-5
0.6
MW-13
1,2-Dichloropropane
0.33
ugll
5/2512010
78-87-5
0.6
MW-15
1,2-Dich1oropropane
1.1
ugll
05/07/2008
78-87-5
0.6
MW-16
1,2-Dichloropropane
28.5
ugll
07127/2006
78-87-5
0.6
MW-16
1,2-Dichloropropane
25
ugll
10/19/2006
78-87-5
0.6
MW-16
1,2-1)ich1oropropane
13
ugll
05/09/2007
78-87-5
0.6
MW-16
1,2-Dichloropropane
14
ug11
10/24/2007
78-87-5
0.6
MW-16
1,2-Dichloropropane
11
ug11
05/07/2008
78-87-5
0.6
MW-16
1,2-1Dichloropropane
12
ugll
10/29/2008
78-87-5
0.6
MW-16
1,2-❑ichloropropane
4
ug11
05/13/2009
78-87-5
0.6
MW-16
1,2-Dichloropropane
6.9
ugll
5/25/2010
78-87-5
0.6
MW-16
1,2-Dichloropropane
7.7
ug11
10/19/2010
78-87-5
0.6
MW-16
1,2-Dichloropropane
9.5
ugll
10122/2009
78.87-5
0.6
MW-2
1,2-Dichloropropane
0.45
ugll
10,2612007
78-87-5
0.6
MW-2
1,2-Dichloropropane
0.67
ugll
0510812008
78-87-5
0.6
MW-2
1,2-Dichloropropane
0.46
ug11
05/14/2009
78-87-5
0.6
MW-2
1,2-Dichloropropane
0.6
ugll
5/25/2010
78-87-5
0.6
MW-2
1,2-Dichloropropane
0.39
ugll
10/19/2010
78-87-5
0.6
MW-2
1,2-Dichloropropane
0.55
ugll
10/22/2009
78-87-5
0.6
MW-21
1,2-Dichloropropane
0.33
ugll
10/29/2008
78-87-5
0.6
MW-22
1,2-Dichloropropane
0,32
ug11
05/13/2009
78-87-5
0.6
MW-22
1,2-Dichloropropane
0.45
ugll
10/19/2010
78-87-5
0.6
MW-22
1,2-Dichloropropane
0.48
ugll
10/20/2009
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
11
ug11
10/12/2004
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
14
u911
05/0412005
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
10
ugll
10/1812005
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
5.4
ugll
05/01/2006
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
I
u911
10/19/2006
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
9.3
u911
05109/2007
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
7.8
ugli
1012312007
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
7.6
ugli
05/07/2008
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
5.7
ugll
05/13/2009
78-87-5
0.6
MW-3RS
1,2-Dichloropropane
6
ugll
5125/2010
78-87-5
0.6
Surry County Closed. Mt. Airy

Table 4: Historic VQC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L-
MW3RS
1,2-Dichloropropane
4.6
ugll
10/22/2010
78-87-5
0.6
MW-3RS
i,2-01chloropropane
4.7
ugll
10/22/2009
78-87-5
0.6
MW-5
1.2-Dichloropropane
0.3
ugll
10/23/2007
78-87-5
0.6
MW-8
1,2-Dichloropropane
7
ug11
10/20/1994
78-87.6
0.6
MW-8
i,2-Dichloropropane
5
ugll
03/09/1995
78.87-5
0.6
MW-8
1,2-Dichloropropane
7
ugll
10/05/1995
78-87-5
0.6
MW-9
1,2-Dichloropropane
11
ugll
10/20/1994
78.87-5
0.6
MW-9
1,2-Dichloropropane
6
ugll
03/09/1995
78-87-5
0.6
MW-9
1,2-Dichloropropane
14
ugll
10/05/1995
78.87-5
0.6
MW-9
1,2-Dichloropropane
5
ugll
04/30/1997
78.87.5
0.6
MW-9
1,2-Dichloropropane
0.43
ugll
05/11/2007
78-87-5
0.6
MW-9
1 ,2-Dichloropropane
0.45
ugll
05/14/2009
78-87-5
0.6
SW-1
1,2-Dichloropropane
0.65
ugll
05/0812008
78-87-6
0.6
SW-1
1,2-Dichloropropane
0.43
ugli
10/2812008
78-87-5
0.6
MIN-16
1,2,4-Trich lorobenzene
0.61
ugll
5/25/2010
120-82-1
70
MW-2
1,2,4-Trichlorobenzene
0.55
ugli
5/25/2010
120-82-1
70
MW-3RS
1,2,4-Trichlorobenzene
0.43
ugh
5/25/2010
120-82-1
70
MW-5
1.2,4-Trichlorobenzene
0,51
ugll
5/25/2010
120-82-1
70
MW-16
1,3-Dichlorobe nzene
0.33
ugll
5/25/2010
541-73-1
200
MW-3RS
1,3-Dichlorobenzene
0.35
ugA
5/25/2010
541-73-1
200
MW-16
1,3-Dichloropropane
0.42
Ugll
10/29/2008
142-28-9
NE
MW-1
1 A-❑ichlorobenzene
0.38
ug11
10/29/2008
106-46-7
6
MW-11
1,4-Dichlorobenzene
10
ug11
02/21/1995
106-46-7
6
MW-11
1,4-Dichlorobenzene
11
ugll
03109/1995
106-46-7
6
MW-11
i,4-Dichlorobenzene
15
ugll
10/05/1995
106-46-7
6
MW-11
1,4-Dichlorobe nzene
5
ugll
10/19/2005
106-46-7
6
MW-11
1,4-Dichlorobenzene
5.4
ugll
10/19/2006
106-46-7
6
MW-i 1
1.4-Dichlorobenzene
2
ugll
05/11/2007
106-46-7
6
MW-11
1.4-Dichlorobenzene
3.4
ug11
10/26/2007
106-46-7
6
MW-11
1 ,4-Dichlorobenzene
2.4
ugll
05/08/2008
106-46-7
6
MW-11
1.4-Dichlorobenzene
3.1
ug11
10/29/2008
106-46-7
6
MW-11
1.4-Dichlorobenzene
2A
ugll
05/14/2009
106-46-7
6
MW-11
1.4-Dichlorobenzene
1.1
ugll
5/24/2010
106-46-7
6
MW-11
1,4-Dichlorobenzene
2
ug11
10/21/2010
106-46-7
6
MW-11
1.4-Dichlorobe nzene
2.1
ugll
10/21/2009
106-46-7
6
MW-12D
1,4-Dichlorobenzene
0.26
ugli
05/0912007
106-46-7
6
MW-12S
1.4-Dichlorobenzene
0.4
ugll
05/09/2007
106-46-7
6
MW-13
1,4-Dichlorobenzene
7.6
ugll
07/27/2006
106-46-7
6
MW-13
1,4-Dichlorobenzene
7
ugll
10/19/2006
106-46.7
6
MW-13
1.4-Dichlorobenzene
5.3
ugll
05/09/2007
106-46-7
6
MW-13
1,4-Dichlorobenzene
6.7
ugII
10/24/2007
106-46-7
6
MW-13
iA-Dichlorobenzene
6.8
ugll
05/0712008
106.46-7
6
MW-13
i,4-Dichlorobenzene
6.6
ugll
10129/2008
10"6.7
6
MW-13
i,4-Dichlorobenzene
6.3
ugll
05114/2009
106-46.7
6
MVII-13
1,4-Dichlorobenzene
4.4
ugll
5/25/2010
106-46-7
6
MW-13
1,4-Dichlorobenzene
7.8
ugll
1011912010
106-46-7
6
MW-13
1.4-Dichlorobenzene
4.3
ugll
10/22/2009
106-46-7
6
MW-14
1,4-Dichlorobenzene
0.31
ugll
05/09/2007
106-46-7
6
MVV-15
1.4-Dichlorobenzene
2
ugll
05/09/2007
106-46-7
6
MW-15
1,4-Dichlorobenzene
1.8
ugll
10/23/2007
106-46-7
6
MW-15
1,4-Dichlorobenzene
3
ugll
D510712008
106-46-7
6
Surry County Closed, Mt. Airy

Table 4: Flistoric VQC Detections
Well I❑
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2f_2
MV11-15
1,4-Dichlorobenzene
3.1
ugn
10/29/2008
10646-7
6
MW-15
1,4-Dichlorobenzene
3.1
ugli
05/13/2009
106-46-7
6
MW-15
1,4-Dichlorobe nzene
2.2
ugll
5/25/2010
106-46-7
6
MW-15
1,4-Dichlorobenzene
1.9
ugll
10/22/2010
106A6-7
6
MW-15
1,4-Dichlorobenzene
3.7
ugll
10/26/2009
106A6-7
6
MW-16
1,4-Dichlorobenzene
15.7
ugll
07/27/2006
106-46-7
6
MW-16
1,4-Dichlorobenzene
17
ugll
1Oil 9/2006
106-46-7
6
MW-16
1,4-Dichlorobenzene
8.5
ugA
05109/2007
106-46-7
6
MW-16
1,4-Dichlorobenzene
16
ugll
10/24/2007
106-46-7
6
MW-16
1,4-Dichlorobenzene
13
ugll
05/07/2008
106-46-7
6
MW-16
1,4-Dichlorobenzene
19.2
ugll
10/29/2008
106-46-7
6
MW-16
1,4-Dichlorobenzene
7.8
ugll
05/13/2009
10"6.7
6
MW-16
1,4-Dichlorobenzene
16.2
ugll
5/25/2010
106-46-7
6
MW-16
1,4-Dichlorobenzene
20.6
ugll
10/19/2010
106-46.7
6
MW-16
1,4-Dichlorobenzene
20.7
ugll
10/2212009
106-46-7
6
MW-17
1,4-Dichlorobenzene
1.8
ugll
10/24/2007
106-46-7
6
MW-17
1,4-Dichlorobenzene
0.94
ugll
10/2912008
106-46-7
6
MW-17
IA-Dichlorobenzene
2.2
ugll
5/19/2010
106-46-7
6
MW-17
1,4-Dichlorobenzene
3.6
ugll
10/19/2010
106-46-7
6
MW-17
1,4-Dichlorobenzene
5.3
ugll
10/20/2009
106-46-7
6
MW-2
1,4-Dichlorobenzene
6.2
ugll
05/01/2003
106-46-7
S
MW-2
IA-Dichlorobenzene
6
u911
05/01/2003
106-46-7
6
MW-2
IA-Dichlorobenzene
5.5
ugll
10/23/2003
106-46-7
6
MW-2
1,4-Dichlorobenzene
5.1
ugll
10/23/2003
106-46-7
6
MW-2
1,4-Dichlorobenzene
10
ug11
10/1912005
106-46-7
6
MW-2
1,4-Dichlorobenzene
7.4
ugll
05101/2006
106-46-7
6
MW-2
1,4-Dichlorobenzene
5.4
ugll
10/19/2006
106-46-7
6
MW-2
1,4-Dichlorobenzene
5.1
ug11
05/11/2007
106-46-7
6
MW-2
1 ,4-Dichlorobenzene
4.1
ugll
10/26/2007
106-46-7
6
MW-2
1,4-Dichlorobenzene
6.7
ugll
05/08/2008
106-46.7
6
MW-2
IA-Dichlorobenzene
6.3
ugll
05114/2009
106-46-7
6
MW-2
14-Dichlorobenzene
8.2
ug11
5/25/2010
106-06-7
6
MW-2
1,4-Dichloroben7ene
7.2
ug11
10/19/2010
106-46-7
6
MW-2
1,4-Dichlorobenzene
8.8
ug11
10/22/2009
106-46•7
6
MVV-21
1,4-Dichlorobenzene
3.8
ug11
06/06/2007
106-46-7
6
MVV-21
1,4-Dichlorobenzene
3.5
ugll
10/24/2007
106-46-7
6
MW-21
1,4-Dichlorobenzene
3.6
ugll
10/29/2008
106 46-7
6
MW-21
1,4-Dichlorobenzene
1
ugll
05/13/2009
106-46-7
6
MW-21
1,4-Dichlorobenzene
1.8
ugll
5/24/2010
106-46-7
6
MW-21
1,4-Dichlorobenzene
1.6
ugll
10/22/2010
106-46-7
6
MW-21
1.4-Dichtcrobenzene
1.2
ugll
10/22/2009
106-46-7
6
MW-22
1,4-Dichlorobenzene
3.9
ugli
10/24/2007
106-46-7
6
MW-22
1,4-Dichlorobenzene
3
ugll
05/13/2009
106-46-7
6
MW-22
1,4-Dichiorobenzene
4
ugli
5/19/2010
106-46-7
6
MW-22
1,4-Dichlorobenzene
9.9
ug11
10119J2010
106-46-7
6
MW-22
1,4-Dichlorobenzene
10.2
ugll
10/20/2009
106-46-7
6
MW-3RS
1,4-Dichlorobenzene
12
ugll
1Oil 2/2004
106-46-7
6
MW-QRS
1.4-Dichlorobe nzene
5
ugll
05/04/2005
106-46-7
6
MW-3RS
IA-Dichlorobenzene
12
ugll
10/18/2005
106-46-7
6
MW-3RS
1,4-Dichlorobenzene
9.1
ugll
05/01/2006
106-46-7
6
MW-3RS
1,4•Dichlorobenzene
9.3
ugll
1011912006
106-46-7
6
Surry County Closed, Mt. Airy

Table C Historic VOC ❑etecbons
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L
MW-3RS
1,4-Dichlorobenzene
8.5
ugll
05/09/2007
106-46-7
6
MW-3RS
1,4-Dichlorobenzene
7.4
ugzl
10/23/2007
106-46-7
6
MW-3RS
1,4-Dichlorobenzene
8.4
ug11
05/0712008
106-46-7
6
MW-3RS
1.4-Dichlorobenzene
7.4
ug11
05/13/2009
106-46-7
6
MW-3R5
1,4-Dichlorobenzene
15
ug11
5/25/2010
106-46-7
6
MW-3R5
1,4-Dichlorobenzene
9.2
ug11
10/2212010
106-46-7
6
MW-3RS
1,4-Dichlorobenzene
19.6
ug11
10/2212009
106.46.7
6
MVV-4
1,4-Dichlorobenzene
0.97
ugll
05/09/2007
106-46-7
6
MVV-4
1,4-Dichlorobenzene
1
ugll
05/0712008
106-46-7
6
MVV-4
1,4-Dichlorobenzene
0.62
ugll
05/13/2009
106-46-7
6
MVV-4
1,4-Dichlorobenzene
0.89
ugll
5/20/2010
106-46-7
6
MVV-4
1,4-Dichlorobenzene
0.93
ugll
10/22/2010
106-46-7
6
MVV-4
1,4-Dichlorobenzene
12
ugll
10/21/2009
106-46-7
6
MVN-5
1,4-Dichlorobenzene
5
ug11
05/23/2002
106-46-7
6
MW-5
1,4-Dichlorobenzene
5
ug11
05/23/2002
106-46-7
6
MW-5
1,4-Dichlorobenzene
5.8
ugli
11/06/2002
106.46-7
6
MW-5
1,4-Dichlorobenzene
5.8
ugll
11/06/2002
106-46-7
6
MW-5
1,4-Dichlorobenzene
6
ugll
05/01/2003
106-46-7
6
MW-5
1,4-Dichlorobenzene
6
ugll
05/04/2005
106-46-7
6
MW-5
1.4-Dichlorobenzene
8
ugll
10/19/2005
106-46-7
6
MW-5
1,4-Dichlorobenzene
6.6
ugll
04/24/2006
106-46-7
6
MW-5
14-Dichlorobenzene
6
ugll
10/19/2006
106-46-7
6
MW-5
IA-Dichlorobenzene
5.1
ug11
05/09/2007
106-46-7
6
MW-5
1,4-Dichlorobenzene
6.2
Lfgll
10123/2007
106.46.7
6
MW-5
1,4-Dichlorobenzene
7
ugll
05107/2008
10"6-7
6
MW-5
IA-Dichlorobenzene
6.3
ugll
05113/2009
106-46-7
6
MW-5
1,4-Dichlorobenzene
8.9
ugll
5125/2010
106-46-7
6
MW-5
IA-Dichlorobenzene
8.5
ugll
10/22/2010
106-46-7
6
MW-5
1,4-Dichlorobenzene
6.2
ugll
10126/2009
106-46-7
6
MW-6
IA-Dichlorobenzene
0.78
ugli
05/11/2007
106-46-7
6
MW-6
1,4-❑ichlorobenzene
0.75
ugli
10/24/2007
106-46-7
6
MW-6
1,4-Dichlorobenzene
0.61
ugll
05/08/2008
106-46-7
6
MW-6
1,4-Dichlorobenzene
0.73
ugli
10/28/2008
106-46-7
6
MW-6
1,4-Dichlorobenzene
0.6
ugll
05/14/2009
106-46-7
6
MW-6
1,4-Dichlorobenzene
0.63
ugli
5/19/2010
106-46-7
6
MW--6
IA-Dichlorobenzene
0.52
ugA
10/19/2010
106-46-7
6
MW-5
1 ,4-Dichlorobenzene
0.64
ua11
10/20/2009
106-46-7
6
MW-7
1,4-Dichlorobenzene
12
ugll
10/05/1995
106-46-7
6
MW-7
1 ,4-Dichlorobenzene
2
ugll
0511 V2007
106.46-7
6
MVV-7
1,4-Dichlorobenzene
1.7
ugll
10/24/2007
106-46-7
6
MW-7
1,4-Dichlorobenzene
2.5
ugll
05/08/2008
106-46-7
6
MVV-7
1,4-Dichlorobenzene
2.3
ugll
10/28/2008
106-46-7
6
MW-7
1,4-Dichlorobenzene
2.5
u911
05/14/2009
106-46-7
6
MW-7
1,4-Dichlorobenzene
2.7
ugll
5/20/2010
106-46-7
6
MVV-7
1,4-Dichlorobenzene
3.1
ugll
10/21/2010
106-46-7
6
MW-7
1 ,4-Dichlorobenzene
2.4
u911
10/20/2009
106-46-7
6
MW-8
IA-Dichlorobenzene
13
ugll
10120M994
106-46-7
6
MW-8
i,4-Dichlorobenzene
12
ug/l
02/21/1995
106-46-7
6
MW-8
iA-Dichlorobenzene
12
ug11
03109M995
106-46-7
6
MW-8
1,4-13ichlorobenzene
10
ug11
10105M995
106-46-7
6
MW-8
1 ,4-Dichlorobenzene
5
ugll
10/13/1997
106-46-7
6
Surry County Closed, Mt. Airy

Table 4. Historic VDC Detections
Well ID
Parameter Name'
Result
Unit
Sample date
CAS RN
NCGW2L7
MW-8
1,4-Dichlorobenzene
5
ugll
10/13/1998
106-46-7
6
MW-8
1,4-Dichlorobenzene
5
ug11
05/04/1999
106-46-7
6
MW-8
1.4-Dichlorobenzene
5.7
ug11
10/19/2000
106-46-7
6
MW-8
1,4-Dichlorobenzene
5
ugll
05/23/2002
106-46-7
6
MIN-8
1,4-Dichlorobenzene
5.1
ugll
11/06/2002
106-46-7
6
MW-8
1,4-Dichlorobe nzene
5.6
ugll
05/01/2003
106-46-7
6
MW-8
1,4-Dichlorobenzene
6.5
ugll
10/2312003
106-46-7
6
MW-8
1,4-Dichlorobe nzene
5.2
ugll
04/29/2004
106-46-7
6
MW-8
1,4-Dichlorobenzene
6
ugll
10/19/2005
106-46-7
6
MW-8
1,4-Dichlorobenzene
3.8
ugll
05/11/2007
106-46-7
6
MW-8
1.4-Dichlorobenzene
3.1
ugll
10/26/2007
106-46-7
6
M11V-8
1,4-Dichlorobenzene
3.7
ug11
05/08/2008
106-46-7
6
MW-8
1,4-Dichlorobenzene
3.7
ugll
10/28/2008
106.46-7
6
MW-8
1,4-Dichlorobenzene
3.9
ug11
05/14/2009
106-46-7
6
MVt1-8
1,4-Dichlorobenzene
5.8
ugll
5/24/2010
106-46-7
6
MW-8
1,4-Dichlarobenzene
5.5
ugll
1012V2010
106-46-7
6
MW-8
1,4-Dichlorobe nzene
5.6
ug/l
10/22/2009
106-46-7
6
MW-9
1,4-Dichlorobenzene
17
ugll
10120/1994
106-46-7
6
MW-9
1,4-Dichlorobenzene
17
ugll
02/2111995
106-46-7
6
MW-9
1,4-Dichlorobenzene
19
u911
03109/1995
106-46-7
6
MW-9
1,4-Dichlorobe nzene
23
ugll
10105/1995
106-46-7
6
MW-9
1,4-Dichlorobenzene
6
ugll
04124/1996
106-46-7
6
MW-9
IA-Dichlorobenzene
6
u911
10/22/1996
10646-7
6
MW-9
1.4-Dichlarobenzene
5
u911
10/13/1997
10646-7
6
M1N-9
IA-Dichlorobenzene
5.5
ugll
11/06/2002
10646-7
6
MW-9
1,4-Dichlorobenzene
9.1
ugll
05/01/2003
106-46-7
6
MW-9
1,4-Dichlorobenzene
7.8
ug/l
10/23/2003
106-46-7
6
MW-9
1,4-Dichlorobenzene
7
ug11
04/28/2004
106-46-7
6
MW-9
1,4-Dichlorobenzene
8
ugll
05/05/2005
106-46-7
6
MW-9
1,4-Dichlorobenzene
10
ugll
10119/2005
106-46-7
6
MW-9
1,4-Dichlorobenzene
6.4
ug11
05101/2006
106-46-7
6
MW-9
1,4-Dichlorobenzene
5.4
ugll
10/19/2006
106-46-7
6
MW-9
1,4-Dichlorobenzene
6.4
ugll
05111/2007
106-46-7
6
MW-9
IA-Dichlorobenzene
4.2
u911
10/29/2007
106-16-7
6
M111l-9
1,4-Dichlorobenzene
5.5
u911
05/08/2008
106-46-7
6
MW-9
1,4-Dichlorobenzene
5
u911
10/28/2008
106-46-7
6
MW-9
1,4-Dichlorobenzene
5.9
ug11
05/14/2009
106-46-7
6
MW-9
14-Dichlorobenzene
9.2
u911
5/24/2010
106-46-7
6
MW-9
1,4-Dichlorobenzene
9.1
ug11
10/21/2010
106-46-7
6
MW-9
1,4-Dichlorobenzene
7.2
ug11
10/22/2009
106-46-7
6
SW-1
1.4-Dichlorobe nzene
6
ug11
10/19/2005
106-46-7
6
SW-1
1,4-Dichlorobenzene
5.3
ug11
10/19/2006
106-46-7
6
SW-1
1,4-Dichlorobenzene
3.1
u911
05/09/2007
106-46-7
6
SW-1
1,4-Dichlorobenzene
2.2
ug11
10/29/2007
106-46-7
6
SW-1
1,4-Dichlorobenzene
6.5
ugll
05108/2008
106-46-7
6
SW-1
1.4-Dichlorobenzene
5.7
ug11
10/28/2008
106-46-7
6
SW-2
1,4-Dichlorobenzene
0,54
ug11
05/11/2007
106-46-7
6
SW-2
1,4-Dichlorobenzene
1.1
ug11
05/08/2005
106-46-7
6
SW-2
1.4-Dichlorobenzene
0.7
ug11
05/1412009
106-46-7
6
SW-2
1,4-Dichlorobenzene
0,65
ug11
10/19/2010
106-46-7
6
SW-2
1.4-Dichlorobenzene
0.4
ug11
10/22/2009
106-46-7
6
Surry County Closed, Mt. Airy

Table * Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L=
SW-3
1,4-Dichlarobenzene
1.2
ugll
05/08/2008
106-46-7
6
FB
2-Butanone
1.6
ugll
05/06/2008
78-93-3
4000
VW-2
2-Butanone
18
ugA
10/26/2007
78-93-3
4000
MW-11
2-Hexanone
1.1
ugll
05/14/2009
591-78-6
NE
MW-4
2-Hexanone
0.87
ugll
05/13/2009
591-78-6
NE
MW-8
2-Hexanone
3.5
ugll
05/14/2009
591-78-6
NE
MW-9
2,4,5-TP (Silvex)
0.31
ugll
5/24/2010
93-72-1
50
MW-1 t
4-Methyl-2-pentanone
6.5
ugll
05/14/2009
108-10-1
NE
MW-8
4,4'-DDD
0.01
ugll
5/24/2010
72-54-8
0.1
MW-7
4,4'-DDT
0.02
ugll
10/21/2010
50-29-3
0.1
MW-1
Acetic Acid
89
ugll
10/2112010
SW416
NE
MW-11
Acetic Acid
62
ugll
10/21/2010
SW416
NE
MW-14
Acetic Acid
41
ugll
10/21/2010
SW416
NE
MW-15
Acetic Acid
62
ugll
10/2212010
SW416
NE
MW-20
Acetic Acid
51
ugll
10/2112010
SW416
NE
MW-21
Acetic Acid
33
ugll
10/22/2010
SW416
NE
MW-3RS
Acetic Acid
29
ugll
5/27/2010
SW416
NE
MW-3RS
Acetic Acid
84
ugll
10/22/2010
SW416
NE
MW-4
Acetic Acid
42
ugll
10/22/2010
SW416
NE
MW-5
Acetic Acid
9
ugll
5/27/2010
SW416
NE
MW-7
Acetic Acid
60
ugll
10/21/2010
SW4 16
NE
MW-8
Acetic Acid
48
ugll
5/27/2010
SW416
NE
MW-B
Acetic Acid
120
ugll
1012112010
SW416
NE
MW-9
Acetic Acid
10
ug11
5/27/2010
SW416
NE
MW-9
Acetic Acid
100
ugll
10/21/2010
SW416
NE
EB
Acetone
7.8
ugll
10/23/2007
67-64-1
6000
EB
Acetone
11
ugll
05/06/2008
67-64-1
6000
EB
Acetone
5
ugll
10/29/2008
67-64-1
6000
EB
Acetone
4.5
ugll
10/26/2010
67-64-1
6000
FB
Acetone
9.3
ugll
10/23/2007
67-64-1
6000
FB
Acetone
10
ugll
05/06/2008
67-64-1
6000
MW-12D
Acetone
2.7
ugll
05/09/2007
67-64-1
6000
MW-12S
Acetone
2.8
ugll
05/09/2007
67-64-1
6000
MW-13
Acetone
12.3
ugll
05/14/2009
67-64-1
6000
MW-15
Acetone
3.7
ugll
10/23/2007
67-64-1
6000
MW-15
Acetone
4.9
ugll
05/07/2008
67-64-1
6000
MW-15
Acetone
6.4
ugll
05/13/2009
67-64-1
6000
MW-15
Acetone
2.5
ug11
5/25/2010
67-64-1
6000
MW-15
Acetone
10.4
ugll
10/22/2010
67- 4-1
6000
MW-16
Acetone
5.5
ugll
10/24/2007
67-64-1
6000
MW-16
Acetone
4
ugll
05/07/2008
67-64-1
6000
MW-17
Acetone
5.7
ugll
10/24/2007
67-64-1
6000
MW-17
Acetone
6.1
ugll
05/07/2008
67-64-1
6000
MW-17
Acetone
8.9
ugll
05/13/2009
67-64-1
6000
MW-19
Acetone
27.8
ug11
05/12/2009
67-64-1
6000
MW-2
Acetone
4.6
ug11
05/08/2008
67-64-1
6000
MW-2
Acetone
5.6
ugll
10/19/2010
67-64-1
6000
MW-21
Acetone
4.3
ug14
10/24/2007
67-64-1
6000
MW-22
Acetone
5
ug14
10/24/2007
67-64-1
6000
MW-23
Acetone
4.7
ug14
10/24/2007
67-64-1
6000
MW-23
Acetone
7.4
ug14
05/13/2009
67-64-1
6000
Surry County Closed, Mt. Airy

Table 4: Historic VQC Detections
Well ID
Parameter Name'
Result
Unit
Sample date
CAS RN
NCGW2L2
MW-3R
Acetone
2.7
ug11
05/07/2005
67-64-1
6000
MW-3R5
Acetone
3.9
ug/i
05/07/2008
67-64-1
6000
MW-4
Acetone
12.4
ugA
05/13/2009
67-64-1
6000
MW-5
Acetone
4
ug11
10/23/2007
67-64-1
6000
MW-5
Acetone
2.4
ug11
05/07/2005
67-64-1
6000
MW--6
Acetone
6.1
ugll
10/24/2007
67-64-1
6000
MW-7
Acetone
4.2
ugll
10/24/2007
67-64-1
6000
MW-8
Acetone
489
ugll
04/18/2000
67-64-1
6000
MW-B
Acetone
3.3
ugll
10/26/2007
67-64-1
6000
MW-8
Acetone
3.3
ugll
05/08/2008
67-64-1
6000
MW-8
Acetone
19.4
ug11
05/14/2009
67-64-1
6000
MW-9
Acetone
2340
ugll
05/01/2003
67-64-1
6000
MW-9
Acetone
365
ugli
10/23/2003
67-64-1
6000
MW-9
Acetone
110
ugll
04/28/2004
67-64-1
6000
SW-1
Acetone
2
ugll
05/08/2008
67-64-1
6000
SW-2
Acetone
3.3
ugll
05/0812008
67-64-1
6000
SW-3
Acetone
3.7
ugll
10/26/2007
67-64-1
6000
SW-3
Acetone
4.5
u911
05/08/2008
67-64-1
6000
SW-4
Acetone
4
ugll
05/07/2008
67-64-1
6000
TB
Acetone
5.2
ug11
10/23/2007
67-64-1
6000
MW-21
alpha-BHC
0.01
ug/l
5/24/2010
319-84-6
NE
MW-8
alpha-BHC
0.02
ug11
5/24/2010
319-84-6
NE
MW-11
Benzene
15
ug/l
02/2111995
71-43-2
1
MW-11
Benzene
14
ugll
03/09/1995
71-43-2
1
MW-11
Benzene
22
ugll
10105/1995
71-43-2
1
MW-11
Benzene
9
ugll
10/13/1997
71-43-2
1
MW-11
Benzene
1.5
ugll
05M112007
71-43-2
1
MW-11
Benzene
1.8
ug11
10/26/2007
71-43-2
1
MW-11
Benzene
1.4
ugll
05/0812008
71.43-2
1
MW-11
Benzene
1.6
ugll
10/29/2008
71A3-2
1
MW-11
Benzene
1.1
ugll
05/1412009
71-43-2
1
MW-11
Benzene
1.1
ugll
10121/2010
71-43-2
1
MW-11
Benzene
0.8
ug11
10121/2009
71-43-2
1
MW-13
Benzene
1.4
ugll
06/09/2007
71-43-2
1
MW-13
Benzene
0.99
cgll
10/24/2007
71-43-2
1
MW-13
Benzene
1.4
ug11
05/07/2008
71-43-2
1
MW-13
Benzene
1.3
ugll
10/2912008
71-43-2
1
MW-13
Benzene
0.88
ug11
05/14/2009
7143-2
1
MW-13
Benzene
0.57
ugll
5/25/2010
7143-2
1
MW-13
Benzene
0.93
ugll
10/19/2010
71-43-2
1
MW-13
Benzene
0.42
ug/l
10/22/2009
71A3-2
1
MW-15
Benzene
4.1
ug11
05/0912007
71.43.2
1
MW-15
Benzene
3.2
ugll
1012312007
71-43-2
1
MW-15
Benzene
3.1
ug11
05/0712008
71-43-2
1
MW-15
Benzene
4.6
ug11
10129/2008
71-43-2
1
MW-15
Benzene
3.9
ug11
05113/2009
71-43-2
1
MW-15
Benzene
2.2
ugll
5/25/2010
71-43-2
1
MW-15
Benzene
2.2
ugll
10/2212010
71-43-2
1
MW-15
Benzene
4.1
ugll
10/26/2009
71-43-2
1
MW-16
Benzene
0.99
ug11
05/09/2007
71A3-2
1
MW-16
Benzene
0.89
u911
10/24/2007
7143-2
1
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-16
Benzene
1
ugfl
05/07/2008
71-43-2
1
MW-16
Benzene
1.1
ugll
10129/2008
71-43-2
1
MW-16
Benzene
0.63
ugll
05113/2009
71-43-2
1
MW-16
Benzene
1.9
ugfl
6126/2010
71-43-2
1
MW-16
Benzene
1.9
ugll
10119/2010
71-43-2
1
MW-16
Benzene
1.4
ugll
1012212009
71-43-2
1
MW-17
Benzene
0.54
ugll
10/24/2007
71-43-2
1
MW-17
Benzene
0.69
ugll
5/19/2010
71-43-2
1
MW-17
Benzene
0.68
ugll
10/19/2010
71-43-2
1
MW-17
Benzene
1
ugll
10/20/2009
71-43-2
1
MW-2
Benzene
5.2
ugll
0411812000
71-43-2
1
MW-2
Benzene
5.4
ugll
1011912000
71-43-2
1
MW-2
Benzene
5
ugll
1112012001
71-43-2
1
MW-2
Benzene
5.2
ugll
05/0112003
71-43-2
1
MW-2
Benzene
5
ugIl
05/0112003
71-43-2
1
MW-2
Benzene
2.8
ugll
0511112007
71-43-2
1
MW-2
Benzene
2.3
ugli
1012612007
71-43-2
1
MW-2
Benzene
3.2
ugrl
05/0812008
71-43-2
1
MW-2
Benzene
2.2
ugIl
0611412009
71-43-2
1
MW-2
Benzene
2.2
ugII
5/2512010
71-43-2
1
MW-2
Benzene
1.9
ug1!
10/1912010
71-43-2
1
MW-2
Benzene
2.5
ug11
10/2212009
71-43-2
1
MW-21
Benzene
0.71
ugll
10/24/2007
71-43-2
1
MW-21
Benzene
0.67
ugll
10/29/2008
71-43-2
1
MW-22
Benzene
0.55
ugll
10/24/2007
71-43-2
1
MW-22
Benzene
0.44
ugfl
05/13/2009
71-43-2
1
MW-22
Benzene
0.45
ugll
5119/2010
71-43-2
1
MW-22
Benzene
1.2
ug11
10/1912010
71-43-2
1
MW-22
Benzene
1.2
ugll
10/20/2009
71-43-2
1
MW-3RS
Benzene
1.5
ugll
05/0912007
71-43-2
1
MW-3RS
Benzene
0.69
ug/l
10/23/2007
71-43-2
1
MW-3RS
Benzene
1.3
ug11
05/0712003
71-43-2
1
MW-3RS
Benzene
0.96
ugfl
05/13/2009
71-43-2
1
MW-3RS
Benzene
2
ugll
5/2512010
71-43-2
1
MW-3RS
Benzene
1.5
ugll
10/22/2010
71-43-2
1
MW-3RS
Benzene
1.3
ugfl
10/22/2009
71-43-2
1
MW-4
Benzene
0.92
ugfl
05/09/2007
71-43-2
1
MW4
Benzene
0.57
ugfl
10/23/2007
71-43-2
1
MW-4
Benzene
0.84
ugll
05/07/2008
71-43-2
1
MW-4
Benzene
0.3
ugll
05/13/2009
71-43-2
1
MW-4
Benzene
0.31
ugll
10/22/2010
71-03-2
1
MW-5
Benzene
1.4
ug/l
05/0912007
71-43-2
1
MW-5
Benzene
0.99
ug11
10/23/2007
71-43-2
1
MW-5
Benzene
1.4
ugfl
05/07/2003
71-43-2
1
MW-5
Benzene
1.1
ug11
05/13/2009
71-43-2
1
MW-5
Benzene
1.3
ugll
5/25/2010
71-43-2
1
MW-5
Benzene
1.3
ug11
10122/2010
71-43-2
1
MW-5
Benzene
0.99
ugA
10/26/2009
71-43-2
1
MW-6
Benzene
0.78
ugfl
05/11/2007
71-43-2
1
MW-6
Benzene
0.63
ugll
10/24/2007
71-43-2
1
MW-6
Benzene
0.74
ugll
05/08/2008
71-43-2
1
Surry County Closed, Mt. Airy

Table 4. Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L=
MW-6
Benzene
0.93
ug/l
10/28/2008
71-43-2
1
MV11-6
Benzene
0.58
ugll
05/14/2009
71-43-2
1
MW-6
Benzene
0.68
ugll
5/19/2010
71-43-2
1
MW-6
Benzene
0.69
ug11
10/19/2010
71.43-2
1
MW-6
Benzene
0.65
ugll
10/20/2009
71-43-2
1
MW-7
Benzene
1.3
u911
05/11/2007
71-43-2
1
MW-7
Benzene
0.84
ug11
10/24/2007
71-43-2
1
MW-7
Benzene
1.4
ugll
05/08/2008
71-43-2
1
MW-7
Benzene
1.2
ugll
10/28/2008
71-43-2
1
MIN-7
Benzene
1
ugll
05/14/2009
71-43-2
1
MW-7
Benzene
1.1
ugll
5120/2010
71-43-2
1
MW-7
Benzene
1.4
ugll
10/21/2010
71-43-2
1
MVV-7
Benzene
0.96
ug/l
10/20/2009
71-43-2
1
MW-8
Benzene
1.6
ugli
05111/2007
71-43-2
1
MW-8
Benzene
1
ugll
10/26/2007
71-43-2
1
MW-8
Benzene
1.6
ug11
0510812008
71-43-2
1
MW-8
Benzene
1.4
ug/l
10/28/2008
71-43-2
1
MW-8
Benzene
1.4
ugll
05/14/2009
71-43-2
1
MW-8
Benzene
2
ug11
5/24/2010
71-43-2
1
MW-8
Benzene
1.7
ug/I
10/21/2010
71-43-2
1
MW-8
Benzene
1.9
ugll
10/22/2009
71-43-2
1
MW-9
Benzene
9
ugll
10/20/1994
71-43-2
1
MW-9
Benzene
6
ugll
02/21/1995
71-43-2
1
MW-9
Benzene
6
ugll
03/09/1995
71-43-2
1
MW-9
Benzene
11
u911
10105M995
71-43-2
1
MW-9
Benzene
6
u911
04124M996
71-43-2
1
MW-9
Benzene
7
ugll
10122M996
71-43-2
1
MW-9
Benzene
9
ugll
04/30/1997
7143-2
1
MW-9
Benzene
5
ugll
10113/1997
71-43-2
1
MW-9
Benzene
5.4
ugll
10/23/2003
71-43-2
1
MW•9
Benzene
6
ug/I
05/0512005
71-43-2
1
MW-9
Benzene
4
ug1l
05/11/2007
71-43-2
1
MVV-9
Benzene
0.85
ug/l
10/29/2007
71-43-2
1
MW-9
Benzene
3.4
ugll
05108/2008
71-43-2
1
MW-9
Benzene
2.9
u911
10/28/2008
71-43-2
1
MW-9
Benzene
2.5
ugll
05/14/2009
71-43-2
1
MW-9
Benzene
4.3
ugll
$12412010
71-43-2
1
MW-9
Benzene
4.5
ug11
10/21/2010
71-43-2
1
MW-9
Benzene
3.6
u911
1012212009
71-43-2
1
SW-1
Benzene
1.9
ug11
05/09/2007
71-43-2
1
SW-1
Benzene
0.89
ugll
10/29/2007
71-43-2
1
SW-1
Benzene
2.2
ugII
0510812008
71-43-2
1
SW-1
Benzene
1.3
ug/l
10/28/2008
71-43-2
1
SW-2
Benzene
1.2
u911
05/0812008
71-43-2
1
SW-2
Benzene
0.53
ug11
10119/2010
71-43-2
1
5W-3
Benzene
1.4
ugli
05/0812008
71-43-2
1
MW-13
beta-BHC
0.06
ug/l
5/25/2010
319-85-7
NE
MW-16
beta-BHC
0.45
ugll
5/25/2010
319-85-7
NE
MW-16
beta-BHC
0.5
ug11
10/19/2010
319-85-7
NE
MW-2
beta-BHC
D.23
ugll
5/25/2010
319-85-7
NE
MW-2
beta-BHC
0.18
ugll
10/19/2010
319-85-7
NE
Surry County Closed, Mt. Airy

Table 4 Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-21
beta-BHC
0.12
ugll
5/24/2010
319-85-7
NE
MW-22
beta-BHC
0.02
ugll
5/19/2010
319-05-7
NE
MW-22
beta-BHC
0.04
ugh
10/19/2010
31"5-7
NE
MW-3RS
beta-BHC
0.38
ugn
5/25/2010
31M5-7
NE
MW-3RS
beta-BHC
0.26
ugA
10/22/2010
31M5-7
NE
MW-5
beta-BHC
0.09
ugA
10/22/2010
31M5-7
NE
MW-8
beta-BHC
0.44
ugll
5/24/2010
319-85-7
NE
MW-11
Bromomethane
0.72
ugA
05/08/2008
74-83-9
NE
MW-1
Butyric Acid
62
ugn
10/21/2010
SW418
NE
MWA1
Butyric Acid
60
ugh
10121/2010
SW418
NE
MW-14
Butyric Acid
51
ugn
10/21/2010
SW418
NE
MW-15
Butyric Acid
60
ugA
10/22/2010
SW418
NE
MW-21
Butyric Acid
58
ugA
1012212010
SW418
NE
MW-3RS
Butyric Acid
74
ugA
10/22/2010
SW418
NE
MW-4
Butyric Acid
57
ugn
10/22/2010
SW418
NE
MW-5
Butyric Acid
57
ugA
1012212010
SW418
NE
MW-7
Butyric Acid
60
ugll
10/21/2010
SW418
NE
MW-8
Butyric Acid
52
ugA
10/21/2010
SW418
NE
MW-9
Butyric Acid
57
ugn
10/21/2010
SW418
NE
MW-12D
Carbon disulfide
IA
ugh
05/09/2007
75-15-0
700
MW-12S
Carbon disulfide
1.5
ugll
05/09/2007
75-15-0
700
MW-3R
Carbon disulfide
1,9
ug/I
10/19/2010
75-15-0
700
MW-3RS
Carbon disulfide
1,7
ugll
05/09/2007
75-15-0
700
MW-5
Carbon disulfide
2.7
ugll
05/09/2007
75-15-0
700
MW-8
Carbon disulfide
0.35
ugA
10/26/2007
75-15-0
700
SW-4
Carbon disulfide
2
ugh
10/19/2010
75-15-0
700
MW-1
Chloride
3100
ugn
05/11/2007
SW301
250000
MW-11
Chloride
630
ugn
05/11/2007
SW301
250000
MW-11
Chloride
8160
ugn
10/21/2010
16887-OM
NE
MW-120
Chloride
2100
ugA
05/09/2007
SW301
250000
MW-12S
Chloride
3700
ugll
05/09/2007
SW301
250000
MW-12S
Chloride
8770
ugll
5/18/2010
16887-00-6
NE
MW-13
Chloride
20000
ugll
05/09/2007
SVV301
250000
MW-13
Chloride
25200
ug/l
5/25/2010
16887-00-6
NE
MW-14
Chloride
2800
ugll
05/09/2007
SW301
250000
MW-15
Chloride
2300
ugll
05/09/2007
SW301
250000
MW-16
Chloride
13000
ugA
05/09/2007
SW301
250000
MW-16
Chloride
29800
ugA
5/25/2010
16887-00-6
NE
MW-16
Chloride
18100
ugn
10/19/2010
16887-00-0
NE
MW-17
Chloride
21700
ugA
5/19/2010
16887-00-6
NE
MWA7
Chloride
46800
ugn
10/19/2010
16887-00-6
NE
MW-19
Chloride
5830
ugn
5/18/2010
16887-00-5
NE
MW-2
Chloride
21000
ugll
05/11/2007
SW301
250000
MW-2
Chloride
22400
ugll
5/25/2010
16887-00-6
NE
MW-2
Chloride
25200
ugll
10/19/2010
16887-00-6
NE
MW-20
Chloride
11000
ugll
10/21/2010
16887-00-6
NE
MW-21
Chloride
25900
ugA
10/22/2010
16887-00-6
NE
MW-3R
Chloride
2600
ugA
05/09/2007
SW301
250000
MW-3RS
Chloride
10000
ugil
05/09/2007
SW301
250000
MW-3RS
Chloride
13400
ugh
10/22/2010
16887-00-6
NE
MW-5
Chloride
22500
ug11
10/22/2010
16887-00-6
NE
Surry County Closed, Mt, Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW21-2
MW-5
Chloride
21400
ugA
10/26/2009
5W301
250000
MW-6
Chloride
26000
ug/l
05111/2007
SW301
250000
MW-6
Chloride
26900
ugA
5/19/2010
16887-00-6
NE
MW-6
Chloride
31500
ugg
10/19/2010
16887-00-6
NE
MW-7
Chloride
37700
ugll
10/21/2010
16887-00-6
NE
MVII-8
Chloride
115000
ug4
10/21/2010
16887-00-6
NE
MVV-9
Chloride
57700
ug/l
1012112010
16887-00-6
NE
SCALEHOUSE
Chloride
5780
ugh
5/19/2010
16887-00-6
NE
SCALEHOUSE
Chloride
6260
ug/l
10/19/2010
16887-00-6
NE
SW-1
Chloride
8150
ugll
10/19/2010
16887-00-6
NE
SWN-1
Chloride
5970
ug/l
10/16/2010
16887-00-6
NE
MW-11
Chlorobenzene
0.38
ug/l
0511112007
108-90-7
50
MW-11
Chlorobenzene
0.69
ug/l
10/26/2007
108-90-7
50
MW-11
Chlorobenzene
0.4
ug/l
05/08/2008
108-90-7
50
MW-11
Chlorobenzene
0.53
ug/l
10/29/2008
108-90-7
50
MW-11
Chlorobenzene
0.39
ug/l
05/14/2009
108-90-7
50
MW-11
Chlorobenzene
0.34
Ugll
10/21/2010
108-90-7
50
MW-11
Chlorobenzene
0.31
ug/l
10/21/2009
108-90-7
50
MW-13
Chlorobenzene
5.1
ug/l
10/19/2006
108-90-7
50
MW-13
Chlorobenzene
3.2
ug11
05/09/2007
108-90-7
50
MVII-13
Chlorobenzene
4
ug/l
10/24/2007
108-90-7
50
MW-13
Chlorobenzene
3.7
ug/l
05/07/2008
108-90-7
50
MW-13
Chlorobenzene
3.6
Ugll
10/29/2008
108-90-7
50
MW-13
Chlorobenzene
3.3
ug/l
05/14/2009
108-90-7
50
MW-13
Chlorobenzene
2.5
ug/l
5/25/2010
108-90-7
50
MW-13
Chlorobenzene
4.5
0911
10/19/2010
108-90-7
50
MW-13
Chlorobenzene
2.6
ug/l
10/22/2009
108-90-7
50
MW-15
Chlorobenzene
1.4
Ugll
05/09/2007
108-90-7
50
MW-15
Chlarobenzene
1.5
ug/l
10/23/2007
108-90-7
50
MW-15
Chlorobenzene
1 A
ug/l
05/07/2008
108-90-7
50
MW-15
Chiorobenzene
2
ug/l
10/29/2008
108-90-7
50
MW-15
Chlorobenzene
2.1
ug/l
05/13/2009
108-90-7
50
MW-15
Chlorobenzene
1.5
ug/l
5/2512010
108-90-7
50
MW-15
Chlorobenzene
1.5
ug/l
10/22/2010
108-90-7
50
MW-15
Chlorobenzene
2.5
Ug11
10/26/2009
108-90-7
50
MW-16
Chlorobenzene
5.3
ug/l
10/19/2006
108-90-7
50
MW-16
Chlorobenzene
2.6
ug/l
05/09/2007
108--90-7
50
MW-16
Chlorobenzene
4.1
ug/l
10/24/2007
105-90-7
50
MW-16
Chlorobenzene
3.6
Ugll
05/07/2008
108-90-7
50
MW-16
Chlarobenzene
4.6
ug/l
10/29/2008
108-90-7
50
MW-16
Chlorobenzene
2.2
Ug11
05/13/2009
108-90-7
50
MW-16
Chlorobenzene
5.1
ug/l
5/25/2010
108-90-7
50
MW-16
Chlorobenzene
6.1
ug/l
10/19/2010
108-90-7
50
MW-16
Chlorobenzene
5.5
ugll
10/22/2009
108-90-7
50
MW-17
Chlorobenzene
2.9
Ugll
10/24/2007
108-90-7
50
MW-17
Chlorobenzene
0.81
ug11
10/29/2008
108-90-7
50
MW-17
Chlorobenzene
2.8
ug/l
5/19/2010
108-90-7
50
MW-17
Chlorobenzene
3.1
ug/l
10/19/2010
108-90-7
50
MVV-17
Chlorobenzene
5
ug/l
10/2012009
108-90-7
50
MW-2
Chlorobenzene
2
ug/l
05/11/2007
108-90-7
50
MW-2
Chlorobenzene
1.8
Ugll
10/26/2007
108-90-7
54
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well 10
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-2
Chlorobenzene
2.3
ugfl
05/06/2008
108-90-7
50
MW-2
Chlorobenzene
2.1
ugll
05/14/2009
108-90-7
50
MW-2
Chlorobenzene
2.7
ugll
5/25/2010
108-90-7
50
MW-2
Chlorobenzene
2.4
uga
10/19/2010
108-90-7
50
MW-2
Chlorobenzene
2.8
ugA
10/22/2009
108-90-7
50
MW-21
Chlorobenzene
2.8
ugll
06/06/2007
108-90-7
50
MW-21
Chlorobenzene
2.1
ugll
10/24/2007
108-904
50
MW-21
Chlorobenzene
1.8
ugll
10/29/2008
108-90-7
50
MW-21
Chlorobenzene
0.59
ugA
05/13/2009
108-90-7
50
MW-21
Chlorobenzene
0.96
ugll
5/24/2010
108-90-7
50
MW-21
Chlorobenzene
0.92
ugll
1012212010
108-90-7
50
MW-21
Chlorobenzene
0.74
ugll
10/2212009
108-90-7
50
MW-22
Chlorobenzene
1.7
ugll
06/06/2007
108-90-7
50
MW-22
Chlorobenzene
1.2
ugll
10124/2007
108-90-7
50
MW-22
Chlorobenzene
0.65
ugll
05113/2009
108-90-7
50
MW-22
Chlorobenzene
0.93
ugA
5119/2010
108-90-7
50
MW-22
Chiorobenzene
3
ugll
10119/2010
106-90-7
50
MW-22
Chlorobenzene
2.3
ugll
10120/2009
108-90-7
50
MW-3RS
Chlorobenzene
2.8
ugll
05/09/2007
108-90-7
50
MW-3RS
Chlorobenzene
3
ugll
10/23/2007
108-90-7
50
MW-3RS
Chlorobenzene
3.2
ugll
05/07/2008
108-90-7
50
MW-3RS
Chlorobenzene
2.4
ug11
05/13/2009
108-90-7
50
MW-3RS
Chlorobenzene
4.7
ugll
5/25/2010
108-90-7
50
MW-3RS
Chlorobenzene
4
ugll
10/22/2010
108-90-7
50
MW-3RS
Chlorobenzene
6.1
u911
10/22/2009
108-90-7
50
MW-4
Chlorobenzene
0.39
ugll
10/23/2007
108-90-7
50
MW-4
Chlorobenzene
0.24
ugA
05/13/2009
108-90-7
50
MW-4
Chlorobenzene
0.27
ugA
10/21/2009
108-90-7
50
VW-5
Chlorobenzene
2.5
ugll
05/09/2007
108-90-7
50
MW-5
Chlorobenzene
3
ugll
10/23/2007
108-90-7
50
MW-5
Chlorobenzene
3.2
ugA
05/07/2008
108-90-7
50
MW-5
Chlorobenzene
3.2
ugll
05/13/2009
108-90-7
50
MW-5
Chlorobenzene
4
ugll
5/25/2010
108-90-7
50
MW-5
Chlorobenzene
4.2
ugA
10/22/2010
108-90-7
50
MW-5
Chlorobenzene
2.9
ugA
10/2612009
108-90-7
50
MW-6
Chlorobenzene
0.97
ugll
05/11/2007
108-90-7
50
MW-6
Chlorobenzene
1
ugli
10/24/2007
108-90-7
50
MW-6
Chlorobenzene
0.45
ugA
10/28/2008
108-90-7
50
MW-6
Chlorobenzene
0.31
ugA
05/14/2009
108-90-7
50
MW-6
Chlorobenzene
0.54
ugA
5/19/2010
108-90-7
50
MW-6
Chlorobenzene
0.42
ugA
10/1912010
108-90-7
50
MW-6
Chlorobenzene
0.32
ugh
10/20/2009
108-90-7
50
MW-7
Chlorobenzene
11
ugA
10/05/1995
108-90-7
50
MW-7
Chlorobenzene
5.3
ugA
04/28/2004
108-90-7
50
MW-7
Chlorobenzene
7
ugA
05/0412005
108-90-7
50
MW-7
Chlorobenzene
5
ugA
10/19/2005
108-90-7
50
MW-7
Chlorobenzene
5.4
ugll
04/24/2006
108-90-7
50
MW-7
Chlorobenzene
6.7
ugA
10/19/2006
108-90-7
50
MW-7
Chlorobenzene
4.8
ugll
05/11/2007
108-90-7
50
MW-7
Chlorobenzene
4.5
ugA
10/24/2007
108-90-7
50
MW-7
Chlorobenzene
5.1
ugA
05/0812008
108-90-7
50
Surry County Closed, Mt. Airy

Table 4' Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L-'
MW-7
Chlorobenzene
4-6
ugli
10128/2008
108-90-7
50
MW-7
Chlorobenzene
5.2
ugll
05/14/2009
108-90-7
50
MW-7
Chlorobenzene
5.6
ugll
5/20/2010
108-90-7
50
MW-7
Chlorobenzene
6.7
ugll
10/21/2010
108-90-7
50
MW-7
Chlorobenzene
5
ugli
10/20/2009
108-90-7
50
MW-8
Chlorobenzene
5
ugll
10/23/2003
108-90-7
50
MW-8
Chlorobenzene
5.2
ugli
04/29/2004
108-90-7
50
MVV-8
Chlorobenzene
4
ugll
05/11/2007
108-90-7
50
MW-8
Chlorobenzene
3.9
ugll
10/26/2007
108-90-7
50
MW-8
Chlorobenzene
4.2
ugli
05/0812008
108-90-7
50
MW-8
Chlorobenzene
4.4
ug11
10/28/2008
108-90-7
50
MW-8
Chlorobenzene
4.4
ugh
05/14/2009
108-90-7
50
MW-8
Chlorobenzene
7
ug11
5/24/2010
108-90-7
50
MW-8
Chlorobenzene
6-6
ugh
10/21/2010
108-90-7
50
MW-8
Chlorobenzene
6.1
ugll
10/22/2009
108-90-7
50
MW-9
Chlorobenzene
5
ugll
10/05/1995
108-90-7
50
MW-9
Chlorobenzene
2.3
ugll
05/11/2007
108-90-7
50
MW-9
Chlorobenzene
0,62
ugli
10129/2007
108-90-7
50
MN!-9
Chlorobenzene
1.9
ugll
05/08/2008
108-90-7
50
MW-9
Chlorobenzene
1.8
ugll
10/28/2008
106-90-7
50
MW-9
Chlorobenzene
1.8
ugll
05/14/2009
108-90-7
50
MW-9
Chlorobenzene
2.8
ugll
5/24/2010
108-90-7
50
MW-9
Chlorobenzene
2.8
ugll
10/21/2010
108-90-7
50
MW-9
Chlorobenzene
2A
ugll
10/22/2009
108-90-7
50
SW-1
Chlorobenzene
2.5
ug11
05/09/2007
108-90-7
50
SW-1
Chlorobenzene
2.1
ugll
10/29/2007
108-90-7
50
SW-1
Chlorobenzene
2.5
ugll
05/08/2000
108-90-7
50
SW-1
Chlorobenzene
2.6
ugll
10/28/2008
108-90-7
50
SW-2
Chlorobenzene
0.55
ugll
05/08/2008
108-90-7
50
SW-2
Chlorobenzene
0,36
ugll
05/14/2009
108-90-7
50
SW-2
Chlorobenzene
0.4
ugll
10/1912010
108-90-7
50
5W-3
Chlorobenzene
0.58
ug11
05/08/2008
108-90-7
50
MVV-13
Chloroethane
1.6
ugll
10/24/2007
75-00-3
3000
MW-13
Chloroethane
2A
ugll
05/07/2008
75-00-3
3000
MW-13
Chloroethane
1.9
ugll
10/29/2008
75-00-3
3000
MW-13
Chloroethane
1.1
ugll
05/14/2009
75-00-3
3000
MW-13
Chloroethane
0.84
ugli
5/25/2010
75-00-3
3000
MW-13
Chloroethane
1.4
ugA
10/19/2010
75-00-3
3000
MW-15
Chloroethane
1.7
ugll
10/23/2007
75-00-3
3000
MW-15
Chloroethane
2
ugll
05/07/2008
75-00-3
3000
MW-15
Chloroethane
1.4
ugll
10/29/2008
75-00-3
3000
MW-15
Chloroethane
1.1
ugll
05/13/2009
75-00-3
3000
MW-15
Chloroethane
0,93
ugll
5/25/2010
75-00-3
3000
MW-15
Chloroethane
0.9
ugh
10/22/2010
75-00-3
3000
MW-15
Chloroethane
0.71
ugll
10/26/2009
75-00-3
3000
MW-16
Chloroethane
1.3
ugll
10/24/2007
75-00-3
3000
MW-16
Chloroethane
2,1
uglt
05/07/2008
75-00-3
3000
MW-16
Chloroethane
1.4
ugll
10/29/2008
75-00-3
3000
MW-16
Chloroethane
0.9
ugll
5/25/2010
75-00-3
3000
MW-16
Chloroethane
1.1
ugll
10/19/2010
75-00-3
3000
MW-17
Chloroethane
2.1
ugll
10124120W
75-00-3
3000
5urry County Closed, Mt. Airy

Table 4 Historic VCC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2UI
MW-17
Chloroethane
1.7
uglf
10119/2010
75-00-3
3000
MW-2
Chloroethane
8.4
ugll
05/11/2007
75-00-3
3000
MW-2
Chloroethane
1.6
ugll
10/26/2007
75-00-3
3000
MW-2
Chloroethane
3.5
ugll
05/08/2008
75-00-3
3000
MW-2
Chloroethane
1.7
ugll
5/25/2010
75-00-3
3000
MW-2
Chloroethane
5.1
ugll
10/19/2010
75-00-3
3000
MW-2
Chloroethane
0.73
ugll
10/22/2009
75-00-3
3000
MW-21
Chloroethane
1.1
ugli
10/24/2007
75-00-3
3000
MW-21
Chloroethane
0.63
ugll
5/24/2010
75-00-3
3000
MW-22
Chloroethane
0.96
ugli
10/24/2007
75-00-3
3000
MW-22
Chloroethane
0.54
ugll
05/13/2009
75-00-3
3000
MW-22
Chloroethane
1.6
ugll
10/19/2010
75-00-3
3000
MW-313S
Chloroethane
14
ugll
05/04/2005
75-00-3
3000
MW-3RS
Chloroethane
14
ugll
10/18/2005
75-00-3
3000
MW-3RS
Chloroethane
16
ugll
05/09/2007
75-00-3
3000
MW-3RS
Chloroethane
3.3
ug11
05/07/2008
75-00-3
3000
MW-3RS
Chloroethane
1.6
ugll
5/25/2010
75-00-3
3000
MW-3RS
Chloroethane
1.1
ugll
10/22/2010
75-00-3
3000
MW-3RS
Chforoethane
0.89
ugll
10/22/2009
75-00-3
3000
MW-I
Chloroethane
0.65
ugll
10/23/2007
75-00-3
3000
MW-5
Chloroethane
9.2
ugll
05/09/2007
75-00-3
3000
MW-5
Chloroethane
1.7
ugll
10/23/2007
75-00-3
3000
MW-5
Chloroethane
2.6
ugll
05/07/2008
75-00-3
3000
MW-6
Chloroethane
14
ugll
10/21/1999
75-00-3
3006
MW-6
Chloroethane
6.6
ugll
04/18/2000
75-00-3
3000
MW-7
Chloroethane
0.74
ugll
10/24/2007
75-00-3
3000
MW-7
Chloroethane
0.71
ugll
05/14/2009
75-00-3
3000
MW-9
Chloroethane
3
ugll
05/11/2007
75-00-3
3000
MW-9
Chloroethane
1.7
ugll
10/29/2007
75-00-3
3000
MW-9
Chloroethane
3
ugll
05/08/2008
75-00-3
3000
MW-9
Chloroethane
2.5
ugll
10/28/2008
75-00-3
3000
MW-9
Chloroethane
1.6
ugll
05/14/2009
75-00-3
3000
MW-9
Chloroethane
1.8
ugll
10/21/2010
75-00-3
3000
MW-9
Chloroethane
0.98
uglf
10/22/2009
75-00-3
3000
SW-1
Chloroethane
6.4
ugll
05/09/2007
75-00-3
3000
SW-1
Chloroethane
1.5
ugll
10/29/2007
75-00-3
3000
SW-1
Chloroethane
2.3
ugll
05/08/2008
75-00-3
3000
SW-2
Chloroethane
1.9
ugli
05/08/2008
75-00-3
3000
SW-3
Chloroethane
2.1
ugll
05/08/2008
75-00-3
3000
EB
Chloroform
0.2
ug1l
05/08/2007
67-66-3
70
EB
Chloroform
0.72
ugll
05/06/2008
67-66-3
70
FS
Chloroform
o.2
ugA
05/08/2007
67-66-3
70
FB
Chloroform
0.76
ugll
05/06/2008
67-66-3
70
MW-2
Chloroform
28
ugll
10105/1995
67--66-3
70
MW-2
Chloroform
6
ugll
04/24/1996
67-66-3
70
MW-3RS
Chloroform
1.2
ug11
05/09/2007
67-66-3
70
E8
Chloromethane
0.21
ugll
10/26/2010
74-87-3
3
IF
Chloromethane
0.16
ugll
10/26/2010
74-87-3
3
MW-13
Chloromethane
0.38
ugll
10/19/2010
74-87-3
3
MW-14
Chloromethane
0.24
ugll
10/21/2010
74-87-3
3
MW-17
Chloromethane
076
ugll
10/19/2010
74-87-3
3
Surry County Closed, Mt. Airy

Table 4. Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW21_'
MW-21
Chloromethane
0.15
ugA
10/22/2010
74-87-3
3
MW-22
Chloromethane
0.36
ug11
10/19/2010
74-87-3
3
MW-23
Chloromethane
0.24
UgA
10/19/2010
74-B7-3
3
SW-4
Chloromethane
0.16
UgA
10/19/2010
74-67-3
3
MW-1
cis-1,2-Dichloroethene
13
UgA
04/18/2000
156-59-2
70
MW-1
cis-1,2-Dichloroethene
9
ugll
05/05/2005
156-59-2
70
MW-1
cis-1,2-Dichloroethene
0.45
UgA
10/29/2008
156-59-2
70
MW-1 i
cis-1,2-Dichloroethene
64
ugll
10/20/1994
156-59-2
70
MW-11
cis-1,2-Dichloroethene
152
ugll
0212111995
156-59-2
70
MW-11
cis-1,2-Dichloroethene
133
ugll
03/0911996
156-59-2
70
MW-11
cis-1,2-Dichloroethene
237
ugll
10/05/1995
156-59-2
70
MW-11
cis-1,2-Dichloroethene
33
ugA
04/24/1996
156-59-2
70
MW-11
cis-1,2-Dichloroethene
13
ugA
10/22/1996
156-59-2
70
MW-11
cis-1,2-Dichloroethene
26
ugll
04/30/1997
156-59-2
70
MW-11
cis-1,2-Dichloroethene
64
ugA
10/13/1997
156-59-2
70
MW-11
cis-1,2-Dichloroethene
9
ugll
04/28/1998
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
11
ugll
05104/1999
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
10
ugA
05/04/1999
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
9.4
ugll
10/19/1999
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
13
ugll
04/18/2000
156-59-2
70
MW-i 1
cis-1,2-Dichloroethene
11
ugA
04/18/2000
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
9
ugll
10/19/2000
156-59-2
70
MW-11
cis-1,2-Dichloroethene
12
ugA
05/10/2001
156-59-2
70
MW-11
cis-12-Dichloroethene
12
ugll
05/10/2001
156-59-2
70
MW-11
cis-1,2-Dichloroethene
26
ugll
11/20/2001
156-59-2
70
MW-11
cis-1,2-Dichloroethene
19
ugll
05/23/2002
156-59-2
70
MW-11
cis-1,2-Dichloroethene
18
ugll
11/06/2002
156-59-2
70
MW-11
cis-1,2-Dichloroethene
8.1
ugll
04128/2004
156-59-2
70
MW-11
cis-1,2-Dichloroethene
9.3
ugA
10112/2004
156-59-2
70
MW-1I
cis-1,2-Dichlaroethene
12
ugll
10119/2005
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
12A
ugll
05/01/2006
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
30
ugll
10/19/2006
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
11
ugA
05/11/2007
156-59-2
70
MW-11
cis-1,2-Dichloroethene
16
ugll
10/26/2007
156-59-2
70
MW-i 1
cis-1,2-Dichloroethene
9.7
ugA
05/08/2008
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
13.6
ugll
10129/2008
156-59-2
70
MW-11
cis-1,2-Dichloroethene
8.1
ugll
05/14/2009
156-59-2
70
MW-11
cis-12-Dichloroethene
1.8
ugll
5/24/2010
156-59-2
70
Mw-11
cis-1,2-Dichlaroethene
4.3
ug11
10/21/2010
156-59-2
70
MW-11
cis-1,2-Dichlaroethene
6,2
ugll
10121/2009
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
0.79
ugll
05/09/2007
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
0.57
ugA
10/29/2007
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
0.68
ugll
05108/2008
156-59-2
70
MW-12S
cis-1,2-Dichlaroethene
2.3
ugA
10/28/2008
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
0.85
ugll
05/13/2009
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
0.82
ugA
5/18/2010
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
2.6
ugA
10/19/2010
156-59-2
70
MW-12S
cis-1,2-Dichloroethene
0.92
ugll
10/20/2009
156-59-2
70
MW-13
cis-1,2-Dichloroethene
86.4
ugll
07/27/2006
156-59-2
70
MW-13
cis-1,2-DichIoroethene
60
ugll
10/19/2006
156-59-2
70
MW-13
cis-1,2-Dichloroethene
48
ugA
05/09/2007
156-59-2
70
Surry County Closed, Mt. Airy

Table 4- Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGWZL?
MW-13
cis-1,2-Dichloroethene
46
ugll
10124/2007
156-59-2
70
MW-13
cis-1,2-Dichloroethene
54
ugll
05/07/2008
156-59-2
70
MW-13
cis-1,2-Dichloroethene
61.8
ugll
10/29/2008
156-59-2
70
MW-13
cis-1,2-Dichloroethene
51.1
ugll
05/14/2009
156-59-2
70
MW-13
cis-1,2-Dichloroethene
30.9
ugll
5125/2010
156-59-2
70
MW-13
cis-1,2-Dichloroethene
40.8
ugll
10/19/2010
156-59-2
70
MW-13
cis-1,2-Dichloroethene
40.6
ugll
10/22/2009
156-59-2
70
MW-14
cis-1,2-Dichloroethene
3.1
ugll
05/09/2007
156-59-2
70
MW-14
cis-1,2-Dichloroethene
2A
ug/l
10/2612007
156-59-2
70
MW-14
cis-1,2-Dichloroethene
2J
ug/l
05/08/2008
156-59-2
70
MW-14
cis-1,2-Dichloroethene
4.6
ugll
10/29/2008
156-59-2
70
MW-14
cis-1,2-Dichloroethene
1.9
ugll
05/14/2009
156-59-2
70
MW-14
cis-12-Dichloroethene
3.1
ugll
5120/2010
156-59-2
70
MW-14
cis-1,2-Dichloroethene
5.1
ug/l
10/21/2010
156-59-2
70
MW-14
cis-12-Dichloroethene
4A
ugll
10/2012009
156-59-2
70
MW-15
cis-1,2-Dichloroethene
17.1
ugll
07/27/2006
156-59-2
70
MW-15
cis-1,2-Dichlaroethene
24
ugll
10119/2006
156-59-2
70
MW-15
cis-1,2-Dichloroethene
18
ugll
05/09/2007
156-59-2
70
MW-15
cis-1,2-Dichloroethene
24
ugll
10/23/2007
156-59-2
70
MW-15
cis-1 ,2-Dichloroethene
24
ug/l
05/07/2008
156-59-2
70
MW-15
cis-1,2-Dichlaroethene
30.3
ug11
10/29/2008
156-59-2
70
MW-15
cis-1,2-Dichloroethene
30.5
ugll
05/13/2009
156-59-2
70
MW-15
cis-12-Dichloroethene
25.4
ug/l
5/25/2010
156-59-2
70
MW-15
cis-1,2-Dichloroethene
22.3
ugll
10/22/2010
156-59-2
70
MW-15
cis-1,2-Dichloroethene
37.5
ugll
10/26/2009
156-59-2
70
MW-16
cis-1,2-Dichloroethene
122
ugll
0712712006
166-59-2
70
MW-16
cis-1,2-Dichloroe the ne
88
ugli
1011912006
15"9-2
70
MW-16
cis-1,2-Dichloroe the ne
48
ugll
05/09/2007
156-59-2
70
MW-16
cis-1,2-Dichtoroethene
76
ugll
1012412007
166-59-2
70
MW-16
cis-1,2-Dichloroethene
68
ugll
05/07/2008
156-59-2
70
MW-16
cis-1,2-Dichloroe thene
97.1
uglt
1012912008
166-59-2
70
MW-16
cis-1,2-Dichloroethene
35.2
ugll
05/13/2009
156-59-2
70
MW-16
cis-1,2-Dichloroethene
64.8
ug11
5/25/2010
156-59-2
70
MW-16
cis-1,2-Dichloroethene
78
ugll
10/1912010
156-59-2
70
MW-16
cis-1,2-Dichloroe the ne
80.6
ug1l
10/2212009
166-69-2
70
MW-17
cis-1,2-Dichloroethene
8.7
ugll
10/24/2007
156-59-2
70
MW-17
cis- 1,2-Di chloroethene
0.65
ug/1
05107/2008
156-59-2
70
MW-17
cis-1 ,2-Dichloroethene
2.2
ug/l
10/29/2008
156-59-2
70
MW-17
cis- 1,2-Dichloroethene
0.83
ug11
05/13/2009
156-59-2
70
MW-17
cis-1,2-Di chloroethen e
2.7
ug11
5/19/2010
156-59-2
70
MW-17
cis-1,2-Dichloroethene
4.6
ugll
10/1 9/201 0
156-59-2
70
MW-17
cis- 1,2-Dichloroethene
8.3
ugll
10/20/2009
156-59-2
70
MW-19
cis-1,2-Dichloroethene
0.94
ug11
10/24/2007
156-59-2
70
MW-19
cis- 1,2-Dichloroethene
1.3
ug11
05/0712008
156-59-2
70
MW-19
cis-1,2-Dichloroethene
1.8
ug11
10/28/2008
156-59-2
70
MW-19
cis-1 ,2-Dichloroethene
1.5
ugli
05/12/2009
156-59-2
70
MW-19
cis- 1,2-Dichloroethene
2.3
ugll
5/1812010
156-59-2
70
MW-19
cis- 1, 2-Dichloroethene
3
ugll
10/19/2010
156-59-2
70
MW-19
cis-1,2-Dichloroethene
3.4
ugll
10/26/2009
156-59-2
70
MW 2
cis- 1,2-Di chloroethene
10
ugll
04/2811998
156-59-2
70
MW-2
cis-1,2-Di chloroethene
14
ugll
10/1311998
156-59-2
70
5urry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well I❑
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L.I
MW-2
cis-1,2-Dichloroethene
15
ugll
05/04/1999
156-59-2
70
MW-2
cis-1,2-Dichloroethene
18
ugA
10/1911999
156-59-2
70
MW-2
cis-1,2-Dichloroethene
26
ugll
04/18/2000
156-59-2
70
MW-2
cis-1,2-Dichloroethene
33
ugfl
10/1912000
156-59-2
70
MW-2
cis-1,2-Dichloroethene
34
ug11
11/2012001
156-59-2
70
MW-2
cis-1,2-Dichloroethene
42
ugA
11/06/2002
156-59-2
70
MW-2
cis-1,2-Dichloroethene
42
uglf
05/01/2003
156-59-2
70
MW-2
cis-1,2-Dichloroethene
43
ugll
05/01/2003
156-59-2
70
MW-2
cis-1,2-Dichloroethene
43
ug11
10/23/2003
156-59-2
70
MW-2
cis-1,2-Dichloroethene
45
ugA
10/23/2003
156-59-2
70
MW-2
cis-1,2-Dichloroethene
39
ugA
04/28/2004
156-59-2
70
MW-2
cis-1,2-Dichloroethene
46
ugA
05/05/2005
156-59-2
70
MW-2
cis-1,2-Dichloroethene
32
ugA
10/19/2005
156-59-2
70
MW-2
cis-1,2-Dichloroethene
23.6
ugll
05/01/2006
156-59-2
70
MW-2
cis-12-Dichloroethene
41
ug11
10/19/2006
156-59-2
70
MW-2
cis-1,2-Dichloroethene
41
ug/l
05/11/2007
156-59-2
70
MW-2
cis-1,2-Dichloroethene
36
ug/l
10/26/2007
456-59-2
70
MW-2
cis-1,2-Dichloroethene
49
ugll
05J0812008
156-59-2
70
MW-2
cis-1,2-Dichloroethene
41.5
ugll
05/14/2009
156-59-2
70
MW-2
cis-1,2-Dichloroethene
45.6
ugA
5125/2010
156-59-2
70
MW-2
cis-1,2-Dichloroethene
38
ugll
10/19/2010
156-59-2
70
MW-2
6s-1,2-Dichloroethene
48.8
ugll
10122/2009
156-59-2
70
MW-20
cis-1,2-Dichloroethene
0.44
ug11
512412010
156-59-2
70
MW-20
cis-1,2-Dichloroethene
0.98
ug11
10/21/2010
156-59-2
70
MW-20
cis-1,2-Dichloroethene
OW
ugll
10/22/2009
156-59-2
70
MW-21
cis-12-Dichloroethene
37
ug/l
06/06/2007
156-59-2
70
MW-21
cis-1,2-Dichloroethene
34
ug11
10/2412007
156-59-2
70
MW-21
cis-12-Dichloroethene
44.1
ug/l
10/29/2008
156-59-2
70
MW-21
ds-1,2-Dichloroethene
24.2
ugA
05/1312009
156-59-2
70
MW-21
cis-1,2-Dichloroethene
37.9
ugA
5/24/2010
156-59-2
70
MW-21
cis-1,2-Dichloroethene
31.4
ugA
10/22/2010
156-59-2
70
MW-21
cis-1,2-Dichloroethene
30.4
ugll
10/2212009
156-59-2
70
MW-22
cis-12-Dichloroethene
6.1
ugll
06/0612007
156-59-2
70
MW-22
cis-1,2-Dichloroethene
7.1
ugll
10/2412007
156-59-2
70
MW-22
cis-1,2-Dichloroethene
3.9
ugll
0511312009
156-59-2
70
MW-22
cis- 1,2-Dichloroethene
6.7
ugll
5/19/2010
156-59-2
70
MW-22
cis-1,2-Dichloroethene
9.1
ugll
10/1912010
156-59-2
70
MW-22
cis-1,2-Dichloroethene
10.3
ugll
10/20/2009
156-59-2
70
MW-23
cis-1,2-Dichloroethene
0.37
ugll
1012412007
156-59-2
70
MW-23
cis-1,2-Dichloroethene
0.42
ugll
05/07/2008
156-59-2
70
MW-23
ds-1,2-1)ichloroethene
0,47
ugll
10128/2008
156-59-2
70
MW-23
cis-1,2-Dichloroethene
0,34
ugll
05/13/2009
156-59-2
70
MW-23
cis-1,2-Dichloroethene
1.2
ugll
5/18/2010
156-59-2
70
MW-23
cis-1,2-1)ichloroethene
1.1
ugll
10/19/2010
156-59-2
70
MW-23
cis-1,2-Dichloroethene
❑.59
ugll
10/20/2009
156-59-2
70
MW-3R
as- 1,2-Dichioroet hene
12
ugll
10/20/1994
156-59-2
70
MW-3R
cis-1,2-Dichloroethene
5
ugll
02121/1995
156-59-2
70
MW-3R
cis-1,2-Dichloroethene
0.22
ugll
1Oil 9/2010
156-59-2
70
MW-3RS
cis-1,2-Dichloroethene
72
ugll
10112/2004
156-69-2
70
MW-3RS
cis-1,2-Dich1oroethene
76
u911
05/04/2005
166-59-2
70
MW-3RS
cis-1,2-Dichloroethene
57
ugll
10/18/2005
156-59-2
70
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well 10
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-3RS
cis-1.2-Dichloroethene
44.2
ugll
05/0112006
156-59-2
70
MW-3RS
cis-1,2-Dichloroethene
100
ugll
1011912006
166-59-2
70
MW3RS
cis-1,2-Dichloroethene
96
ugll
0610912007
156.59-2
70
MW3RS
cis-1,2-Dichloroethene
94
ugll
1012312007
156-69-2
70
MW3RS
cis-1,2-Dichloroethene
110
ugll
0510712008
166-69-2
70
MW-3RS
cis- 1,2-Dichloroethene
65.6
ug11
05/1312009
156-59-2
70
MW-3RS
cis-1,2-Dichloroethene
98.1
ugll
5/25/2010
15"9-2
70
MW-3RS
cis-1,2-Dichloroethene
84.9
ugll
10/2212010
15"9-2
70
MW-3RS
cis-1,2-Dichloroethene
134
ugfl
10122J2009
15"9-2
TO
MW4
cis-1,2-Dichloroethene
5
ugll
10/23/2003
156-59-2
70
MW4
cis-1,2-Dichloroethene
7.2
ugll
05/09/2007
156-59-2
70
MW4
cis-1,2-Dichloroethene
5
ugll
10/23/2007
156-59-2
70
MW4
cis-1,2-Dichloroethene
6.7
ugll
05/07/2008
156-59-2
70
MW4
cis-1,2-Dichloroethene
4.9
ug11
05/13/2009
156-59-2
70
MW-4
cis-1,2-Dichloroethen e
10
ugll
5/2012010
156-59-2
70
MW4
cis-1,2-Dichloroethene
10.4
ug/l
10/22/2010
156-59-2
70
MW4
cis-1,2-Dichloroethene
8.5
ug/l
10/21/2009
156-59-2
70
MW-5
cis-1,2-Dichloroethene
7
ug/l
02/21/1995
156-59-2
70
MW-5
63-142-Dichloroethene
6
ugll
03/09/1995
156-59-2
70
MW-5
cis-1,2-Dichloroethen e
11
ugll
04/24/1996
156-59-2
70
MW-5
cis-1,2-Dichloroethene
14
ugll
10/22/1996
156-59-2
70
MW-5
cis-1,2-Dichloroethene
12
ugll
04/30/1997
156-59-2
70
MW-5
cis-1,2-Dichloroethene
13
ugll
10/13/1997
156-59-2
70
MW-5
cis-1,2-Dichloroethene
10
ugll
04/28/1998
156-59-2
70
MW-5
cis-1,2-Dichlaroethene
11
ugll
10/13/1998
156-59-2
70
MW-5
cis-1,2-Dichloroethene
15
ugll
05/04/1999
156-59-2
70
MW-5
cis-1,2-Dichloroethene
14
u94
10/19/1999
156-59-2
70
MW-5
cis-1,2-Dichloroethene
21
ugll
04/18/2000
156-59-2
70
MW-5
cis-1,2-Dichlaroethene
26
ugll
10/19/2000
156-59-2
70
MW-5
cis-142-Dichlaroethene
25
ugll
05/10/2001
156-59-2
70
MW-5
cis-1,2-Dichloroethene
32
ugll
11/20/2001
156-59-2
70
MW-5
cis-1,2-Dichlaroethene
32
ugll
11/20/2001
156-59-2
70
MW-5
cis-1,2-Dichloroethene
39
ugll
05/23/2002
156-59-2
70
MW-5
cis-1,2-Dichloroethene
39
ugll
05/23/2002
156-59-2
70
MW-5
cis-1,2-Dichloroethene
52
ugll
11106/2002
156-59-2
70
MW-5
cis-1,2-Dichloroethene
53
ugh
1 V0612002
156-59-2
70
MW-5
cis-1,2-Dichloroethene
46
ugll
05/01/2003
156-59-2
70
MW-5
cis-1,2-Dichloroethene
47
ugli
10/23/2003
156-59-2
70
MW-5
cis-1,2-Dichloroethene
30
ugli
04/2812004
156-59-2
70
MW-5
cis-1,2-Dichloroethene
37
ugll
10/12/2004
156-59-2
70
MW-5
cis-1,2-Dichloroethene
45
ug11
05/0412005
156-59-2
70
MW-5
cis-1,2-Dichloroethene
26
ugll
10/19/2005
156-59-2
70
MW-5
cis-1,2-Dichloroethene
16.8
ugll
04/24/2006
156-59-2
70
MW-5
cis-1,2-Dichloroethene
27
ugll
10/19/2006
156-59-2
70
MW-5
cis-1,2-Dichloroethene
22
ugll
05/09/2007
156-59-2
70
MW-5
cis-1,2-Dichlaroethene
18
ugll
10/23/2007
156-59-2
70
MW-5
cis-1,2-Dichloroethene
21
ugA
05107/2008
156-59-2
70
MW-5
cis-12-Dichloroethene
19.4
ugll
05/13/2009
156-59-2
70
MW-5
cis-1,2-Dichloroethene
21
ugli
5/25/2010
156-59-2
70
MW-5
cis-12-Dichlaroethene
18.8
ug11
10122/2010
156-59-2
70
MW-5
cis-12-Dichloroethene
17.7
ug4
10/26/2009
156-59-2
70
5urry County Closed, Mt. Airy

Table 4; Historic VOC Detections
Well ID
Parameter Name'
Result
-5 -
Unit
Sample Date
CAS RN
NCGW2L2
MW-6
cis-1,2-Dichloroethene
ugll
04/2811998
156-59-2
70
MW-6
cis-1,2-Dichloroethene
5
ugll
10/13/1998
156-59-2
70
MW-6
cis-1.2-Dichloroethene
1.2
ugll
10/24/2007
156-59-2
70
MW-6
cis-1,2-Dichloroethene
0.44
ugll
10/28/2008
156-59-2
70
MW-6
cis-1.2-Dichloreethene
0.32
ugll
05/14/2009
156-59-2
70
MW-6
cis-1,2-Dichloroethene
0.51
ugll
5/19/2010
156-59-2
70
MW-6
cis-1,2-Dichloroethene
0.44
ugll
10/19/2010
156-59-2
70
MW-6
cis-1,2-Dichloroethene
0.52
ugll
10/20/2009
156-59-2
70
MW-7
cis-1,2-Dichloroethene
15
ugn
10/20/1994
156-59-2
70
MW-7
cis-1,2-Dichloroethene
8
ugll
02/21/1995
156-59-2
70
MW-7
cis-1,2-Dichloroethene
8
ugn
03/09/1995
156-59-2
70
MW-7
cis-1,2-Dichloroethene
27
ugll
10/05/1995
156-59-2
70
MW-7
cis-1,2-Dichloroethene
7
ugll
04/24/1996
156-59-2
70
MW-7
cis-1,2-Dichloroethene
6
ugl[
10/13/1997
156-59-2
70
MW-7
cis-1,2-Dichloroethene
1.3
ugll
05/11/2007
156-59-2
70
MW-7
cis-1,2-Dichloroethene
1.2
ugll
10/24/2007
156-59-2
70
MW-7
cis-1,2-Dichloroethene
1.3
ugll
05/08/2008
156-59-2
70
MW-7
cis-1,2-Dichloroethene
1.7
ugll
10/28/2008
156-59-2
70
MW-7
cis-1,2-Dichloroethene
1.1
ugA
05/14/2009
156-59-2
70
MW-7
cis-1,2-Dichioroethene
0.68
ug11
5120/2010
156-59-2
70
MW-7
cis-1,2-Dichloroethene
1.1
ugll
10/21/2010
156-59-2
70
MW-7
cis-1,2-Dichloroethene
0.93
ugll
10/20/2009
156-59-2
70
MW-8
cis-1,2-Dichloroethene
8
ugll
10120/1994
156-59-2
70
MW-8
cis-1,2-Dichloroethene
34
ugll
02/21/1995
156-59-2
70
MW-8
cis-1,2-Dichloroethene
25
ug11
03/09/1995
156-59-2
70
MW-8
cis-1,2-Dichloroethene
46
ugll
10/05/1995
156-59-2
70
MW-8
cis-1,2-Dichloroethene
35
ugll
04/24/1996
156-59-2
70
MW-8
cis-12-Dichloroethene
42
ug11
10122/1996
156-59-2
70
MW-8
cis-1,2-Dichloroethene
34
ugli
04/30/1997
156-%-2
70
MW-8
cis-1,2-Dichloroethene
30
ugll
10113/1997
156-59-2
70
MW-8
cis-1,2-Dichloroethene
41
ugli
04/28/1998
156-59-2
70
MW-8
cis-1,2-Dichloroethene
31
ugll
10113/1998
156-59-2
70
MW-8
cis-1,2-Dichloroethene
24
ug11
05104/1999
156-59-2
70
MW-8
cis-1,2-Dichloroethene
21
ugll
10/21/1999
156-59-2
70
MW-8
cis-1,2-Dichloroethene
27
ugli
04/18/2000
156-59-2
70
MW-8
cis-1,2-Dichloroethene
30
ugli
10/19/2000
156-59-2
70
MW-8
cis-1,2-Dichloroethene
24
ugll
05/10/2001
156-59-2
70
MW-8
cis-1,2-Dichloroethene
22
ug/I
11/20/2001
156-59-2
70
MW-8
cis-1,2-Dichloroethene
24
ugli
05/2312002
156-59-2
70
MW-8
cis-1,2-Dichloroethene
21
ugli
11/06/2002
156-59-2
70
MW-8
cis-1,2-Dichloroethene
50
ugll
05/0112003
156-59-2
70
MW-8
cis-1,2-Dichloroethene
28
ugli
10123/2003
156-59-2
70
MW-8
cis-1,2-Dichloroethene
18
ugll
04/29/2004
156-59-2
70
MW-8
cis-12-Dichloroethene
11
ug11
10112/2004
156-59-2
70
MW-8
cis-1,2-Dichloroethene
10
ug11
05105/2005
156-59-2
70
MW-8
cis-1,2-Dichloroethene
5
ug11
1011912005
156-59-2
70
MW-8
cis-1,2-Dichloroethene
7.3
ugll
10/19/2006
156-59-2
70
MW-8
cis-1,2-Dichloroethene
6.3
ugli
05/11/2007
156-59-2
70
MW-8
cis-1,2-Dichloroethene
6.6
ugll
10126t2007
156-59-2
70
MW-8
cis-1,2-Dichloroethene
6.6
ugA
05108/2008
156-59-2
70
M11V-8
cis-1,2-Dichloroethene
7.3
u911
10/28/2008
156-59-2
70
Surry County Closed, Mt. Airy

0 Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L-
MW-8
cis-1,2-Dichloroethene
5.7
ugll
05114/2009
156-59-2
70
MW-8
cis-1,2-Dichloroethene
5
ugll
5/24/2010
156-59-2
70
MW-8
cis-1,2-Dichloroethene
2.9
ug11
10121t2oio
156-59-2
70
MW-8
cis-1,2-Dichloroethene
7.2
ugll
10/22/2009
156-59-2
70
MW-9
cis-1,2-Dichloroethene
36
ug/l
10/20/1994
156-59-2
70
MW-9
cis-1,2-Dichloroethene
12
ugll
02/21/1995
156-59-2
70
MW-9
cis-1,2-Dichloroethene
14
ugN
03/09/1995
156-59-2
70
MW-9
cis-1,2-Dichloroethene
34
ugN
1010511995
156-59-2
70
MW-9
cis-1,2-Dichloroethene
18
ugll
04/24/1996
156-59-2
70
MW-9
cis-1,2-Dichloroethene
14
ugN
101221i996
156-59-2
70
MW-9
cis-1,2-Dichloroethene
25
ugN
04/3011997
156-59-2
70
MW-9
cis-1,2-Dichloroethene
17
ugN
10/13/1997
156-59-2
70
MW-9
cis-1,2-Dichloroethene
12
ugN
05/0112003
156-59-2
70
MW-9
cis-1,2-Dichloroethene
6.8
ugll
04/28/2004
156-59-2
70
MW-9
cis-1,2-Dichloroethene
140
ugll
10/1212004
156-59-2
70
MW-9
cis- 1,2-Dichloroethene
3.8
ugN
05/11/2007
156-59-2
70
MW-9
cis-1,2-Dichloroethene
2.3
ugN
10/29/2007
156-59-2
70
MW-9
cis-1,2-Dichloroethene
4.3
ugN
05/08/2008
156-59-2
70
MW-9
cis-1,2-Dichloroethene
4.1
ugN
10/28/2008
156-59-2
70
MW-9
cis-1,2-Dichloroethene
6.8
ug/l
05/14/2009
156-59-2
70
MVII-9
cis-1,2-Dichloroethene
2.3
ug11
5/24/2010
156-59-2
70
MW-9
cis-1,2-Dichloroethene
2A
ugN
10/21/2010
156-59-2
70
MVI1-9
cis-1,2-Dichloroethene
C5
ug11
10/22/2009
156-59-2
70
SCALEHDUSE
cis-1,2-Dichloroethene
0.58
ugN
10/26/2007
156-59-2
70
SCALEHDUSE
cis-1,2-Dichloroethene
0.5
ugll
05/08/2008
156-59-2
70
SCALEHDUSE
cis-1,2-Dichloroethene
O.7
ugll
10/29/2008
156-59-2
70
SCALEHDUSE
cis-12-Dichloroethene
0.47
ugll
05/14/2009
156-59-2
70
SCALEHDUSE
cis-12-Dichloroethene
0.59
ugll
5/19/2010
156-59-2
70
SCALEHDUSE
cis-1,2-Dichloroethene
0.64
ugN
10M 912010
156-59-2
70
SCALEHDUSE
cis-1,2-Dichloroethene
OA
ugN
10/21/2009
156-59-2
70
SW-1
cis-1,2-Dichloroethene
6.4
ugN
10/2111999
156-59-2
70
SW-1
cis-1,2-Dichloroethene
23
ugN
10119/2005
156-59-2
70
SW-1
cis-1,2-Dichloroethene
33
ugN
10/19/2006
156-59-2
70
SW-1
cis-12-Dichloroethene
32
ugli
05/09t2007
156-59-2
70
SW-1
cis-1,2-Dichloroethene
21
ugN
10/29/2007
156-59-2
70
SW-1
6s-1,2-Dichloroethene
44
ugll
05108/2008
156-59-2
70
SW-1
cis-1,2-Dichloroethene
40.3
ugN
10/28/2008
156-59-2
70
SW-1
cis-1,2-Dichloroethene
0.38
ugll
05/1312009
156-59-2
70
SW-2
cis-1,2-Dichloroethene
30
ugll
04/28/2004
156-59-2
70
SW-2
cis-1,2-Dichloroethene
140
ugll
lo11712004
156Z9-2
70
SW-2
cis-1,2-Dichloroethene
7
ugll
05/05/2005
156-59-2
70
SW-2
cis-1,2-Dichloroethene
4.4
ug11
05/11/2007
156-59-2
70
SW-2
cis-1,2-Dichloroethene
1.7
ug1l
10/29/2007
156-59-2
70
SW-2
cis-1,2-Dichloroethene
7.6
ugN
05/0812008
156-59-2
70
SW-2
cis-1,2-Dichloroethene
1.3
ugN
10/28/2008
156-59-2
70
SW-2
cis-1,2-Dichloroethene
1.3
ugN
05/1412009
156-59-2
70
SW-2
as-1,2-Dichloroethene
4.5
ugN
10119MW
156-59-2
70
SW-2
cis-1,2-Dichloroethene
3.3
ugh
10122/2009
156-59-2
70
SW-3
cis-1,2-Dichloroethene
140
ugll
1011212004
156-59-2
70
SW-3
cis-1,2-Dichloroethene
7
ugN
05/05/2005
156-59-2
70
SW-3
cis-1,2-Dichloroethene
7.2
ugN
0510812008
156-59-2
70
Surry County Closed,
Mt. Airy

Table 4 Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample pate
CAS RN
NCGW2L'
SW-4
6s-1,2-Dichloroethene
6.2
ug/l
05101/2006
156-59-2
70
SW-5
cis-1,2-Dichloroethene
0.31
ugll
05/11/2007
156-59-2
70
MW-3RS
Cyanide
8.7
ugll
5/25/2010
57-12-5
70
MW-0
Cyanide
7.3
ugll
5/19/2010
57-12-5
70
MW-9
DEHP
34
ugll
10/13/1997
117-81-7
2.5
MW-5
delta-BHC
0.04
ugll
5/25/2010
31M6-8
NE
MW-3R
Di-n-butylphthalate
252
ugll
05/01/2003
84-74-2
700
MW-3R
Di-n-butylphthalate
252
ugll
10/23/2003
84-74-2
700
MW-4
Di-n-butylphthalate
129
ugA
05/01/2003
84-74-2
700
MW-4
Di-n-butylphthalate
129
ugA
10/23/2003
84-74-2
700
MW-5
Di-n-butylphthalate
217
ugA
05/23/2002
84-74-2
700
MW-5
Di-n-butylphthalate
97
ugA
05/01/2003
84-74-2
700
MW-5
Di-n-butylphthalate
252
ugA
10/23/2003
84-74-2
700
MW-3R
Di-n-octylphthaiate
21
ugll
05/01/2003
117-84-0
100
MW-3R
Di-n-octylphthalate
21
ugA
10/23/2003
117-84-0
100
MW-5
Di-n-octylphthalate
108
ug/l
05/23/2002
117-84-0
100
MW-11
Dichlorodifluoromethane
0.64
ugA
5/24/2010
75-71-8
1000
MW-2
❑ichforodifluoromethane
30
ugA
10/13/1997
75-71-8
1000
MW-2
Dichlorodifluoromethane
26
ugA
04/28/1998
75-71-8
1000
MW-5
Endosulfan 1
0.01
ugA
10/2212010
959-98-8
40
MW-2
Endosuffan II
0.04
ugA
5/25M10
33213-65-9
42
MW-21
Endosulfan 11
0.01
ugA
512412010
33213-65-9
42
MW-2
Endosulfan sulfate
0.81
ugll
10/19/2010
1031-07-8
NE
MW-7
Endosulfan sulfate
0.02
ugA
5/20/2010
1031-07-8
NE
MW-3RS
Endrin
0.01
ugA
5125/2010
72-20-8
2
MW-1
Ethane
0
ugA
5/25/2010
SW331
NE
MW-1
Ethane
0.01
ugll
10121/2010
74-84-0
NE
MW-11
Ethane
0.01
ugll
5/27/2010
SW331
NE
MW-11
Ethane
0.03
ugll
10/21/2010
74-84-0
NE
MW-14
Ethane
0
ugA
5/25/2010
SW331
NE
MW-14
Ethane
0.02
ug11
10/21/2010
74-84-0
NE
MW-15
Ethane
0.01
ug11
5/27/2010
SW331
NE
MW-15
Ethane
0.61
ug11
10122/2010
74-84-0
NE
MW-20
Ethane
0.01
ug11
5/27/2010
SW331
NE
MW-20
Ethane
0.01
ug11
10121/2010
74-84-0
NE
MW-21
Ethane
0.01
ug11
5127/2010
SW331
NE
VW-21
Ethane
0.01
ug11
10122/2010
74-84-0
NE
MW-3RS
Ethane
0.02
ug11
5/27/2010
SW331
NE
MW-3RS
Ethane
0.01
ugll
10122/2010
74-84-0
NE
MW-4
Ethane
0.01
ugll
5125/2010
SW331
NE
MW-4
Ethane
0.01
ug11
10/22/2010
74-84-0
NE
MW-5
Ethane
0.32
ugA
5/27/2010
SW331
NE
MW-5
Ethane
0.3
ug11
10122/2010
74-84-0
NE
MW-7
Ethane
0,96
ugA
5125/2010
SW331
NE
MW-7
Ethane
0.79
ugA
10/21/2010
74-84-0
NE
MW-8
Ethane
3.8
ugA
5/27/2010
SW331
NE
MW-8
Ethane
5.8
ugA
10/21/2010
74-84-0
NE
MW-9
Ethane
20
ug/l
5/27/2010
SW331
NE
MW-9
Ethane
36
ugA
1012V2010
74-84-0
NE
MW-1
Ethene
0
ugll
512512010
SW332
NE
MW-1
Ethene
0.02
ugA
10/21/2010
74-85-1
NE
Surry County Closed, Mt. Airy

0 Table 4 Historic VOC Detections
Well ID
Parameter Name'
Result
knit
Sample pate
CAS RN
NCGW2L2
MW-11
Ethene
0.04
ugA
10/21/2010
74-85-1
NE
MW-14
Ethene
0.01
ugll
5/25/2010
SW332
NE
MW-14
Ethene
0.03
ugA
10/21/2010
74-85-1
NE
MW-15
Ethene
0.02
ugll
512712010
SW332
NE
MW-15
Ethene
0.09
ugA
10/22/2010
74-85-1
NE
MW-20
Ethene
0
ugll
5/2712010
SW332
NE
MW-20
Ethene
0.05
ugll
10/21/2010
74-85-1
NE
MW-21
Ethene
0
ugA
5/27/2010
SW332
NE
MW-21
Ethene
0.02
ugll
10/22/2010
74-85-1
NE
MW-3RS
Ethene
0.28
ug11
5/27/2010
SW332
NE
MW-3RS
Ethene
0.12
ug11
10/2212010
74-85-1
NE
MW-0
Ethene
0
ugA
5/25/2010
SW332
NE
MW-1
Ethene
0.03
ug11
10/22/2010
74-85-1
NE
MW-5
Ethene
1.4
ugA
5/27/2010
SW332
NE
MW-5
Ethene
1.2
ugll
10/22/2010
74-85-1
NE
MW-7
Ethene
0.07
ugA
5125/2010
SW332
NE
MW-7
Ethene
0.08
ugll
1012V2010
74-85-1
NE
MW-8
Ethene
0.92
ug11
5/27/2010
SW332
NE
MW-8
Ethene
1
ugll
10/21/2010
74-85-1
NE
MW-9
Ethene
1.8
ugll
5/27/2010
SW332
NE
MW-9
Ethene
2.5
ugll
10/21/2010
74-85-1
NE
MW-9
Ethylbenzene
0.61
ugll
5/24/2010
100-41-4
600
MW-15
gamma-BHC (Lindane)
0.02
ug11
5/25/2010
58-89-9
0.03
MW-22
gamma-BHC (Lindane)
0.03
ugll
10/19/2010
58-89-9
0.03
MW-3RS
gamma-BHC (Lindane)
0-17
ugll
10/22/2010
58-89-9
0.03
MW-5
gamma-BHC (Lindane)
0.1
ugll
10/22/2010
58-89-9
0.03
MW-8
gamma-BHC (Lindane)
0.01
ug11
10/21/2010
58-89-9
0.03
MW-16
Heptachlor epoxide
0.01
ugll
10/1912010
1024-57-3
0.004
MW-8
Heptachlor epoxide
0.02
ugll
6/24/2010
1024-67-3
0.004
MW-1
Hydrogen
1.3
nM
5/25/2010
SW420
NE
MW-1
Hydrogen
0.67
nM
10/21/2010
1333-74-0
NE
MW-11
Hydrogen
2.4
nM
5/27/2010
SW420
NE
MW-11
Hydrogen
1
nM
10/21/2010
1333-74-0
NE
MW-14
Hydrogen
1.5
nM
5/2512010
SW420
NE
MW-14
Hydrogen
1.4
nM
10/21/2010
1333-74-0
NE
MW-15
Hydrogen
1.5
nM
5/2712010
SW420
NE
MW-15
Hydrogen
1
nM
10/22/2010
1333-74-0
NE
MW-20
Hydrogen
1.2
nM
512712010
SW420
NE
MW-20
Hydrogen
0.57
nM
10/2112010
1333-74-0
NE
MW-21
Hydrogen
1.4
nM
5/27/2010
SW420
NE
MW-21
Hydrogen
0.54
nM
10122J2010
1333-74-0
NE
MW-3RS
Hydrogen
1.2
nM
5/27/2010
SW420
NE
MW-3RS
Hydrogen
0.93
nM
10/22/2010
1333-74-0
NE
MW-0
Hydrogen
1.4
nM
5/25/2010
SW420
NE
MW-4
Hydrogen
0.76
nM
10/22/2010
1333-74-0
NE
MW-5
Hydrogen
2.7
nM
5/2712010
SW420
NE
MW-5
Hydrogen
1-6
nM
10/22/2010
1333-74-0
NE
MW-7
Hydrogen
1.9
nM
5/25/2010
SW420
NE
MW-7
Hydrogen
0.65
nM
10/21/2010
1333-74-0
NE
MW-8
Hydrogen
1.4
nM
512712010
SW420
NE
MW-8
Hydrogen
2.2
nM
10/2112010
1333-74-0
NE
Surry County Closed, Mt. Airy

Table 4. Historic VOC Detections
Well lD
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCC,W2L2
MW-9
Hydrogen
9.5
nM
5127/2010
SW420
NE
MW-9
Hydrogen
0.95
nM
10/2112010
1333-74-0
NE
MW-5
Isobutyl alcohol
102
ugll
04/28/1996
78-83-1
NE
MW-1
Lactic Acid
260
ugll
10/21/2010
SW415
NE
MW-11
Lactic Acid
110
ugli
10/21/2010
SW415
NE
MW-15
Lactic Acid
98
ugli
10/22/2010
SW415
NE
MW-20
Lactic Acid
92
ugll
10/21/2010
SW415
NE
MW-21
Lactic Acid
74
ugli
10122/2010
SW415
NE
MW-3RS
Lactic Acid
130
ugll
5/27/2010
SW415
NE
MW-5
Lactic Acid
150
ugli
10/22/2010
SW415
NE
MW-7
Lactic Acid
100
ugll
10/21/2010
SW415
NE
MW-8
Lactic Acid
310
ugll
10/2112010
SW415
NE
MW-9
Lactic Acid
66
ugll
5/27/2010
SW415
NE
MW-9
Lactic Acid
210
ugll
10/2112010
SW415
NE
MW-1
Methane
0,92
ugll
5/2512010
SW333
NE
MW-1
Methane
0.3
ugll
1012112010
SW333
NE
MW-1 i
Methane
88
ugli
512712010
SW333
NE
MW-11
Methane
690
ugll
10/21/2010
SW333
NE
MW-14
Methane
230
ugll
512512010
SW333
NE
MW-14
Methane
59
ug11
10/21/2010
SW333
NE
MW-15
Methane
1900
ugll
512712010
SW333
NE
MW-15
Methane
370
ugll
10/22/2010
SW333
NE
MW-20
Methane
6.9
ugll
512712010
SW333
NE
MW-20
Methane
0.01
ugll
10/21/2010
SW333
NE
MW-21
Methane
11
ug11
5/27/2010
SW333
NE
MW-21
Methane
0.2
ugll
1OJ22/2010
SW333
NE
MW-3RS
Methane
1100
ugll
512712010
SW333
NE
MW-3RS
Methane
350
ugl$
10122/2010
SW333
NE
MW-4
Methane
260
ug11
5/25/2010
SW333
NE
MVII-4
Methane
5
ugll
10122/2010
SW333
NE
MW-5
Methane
880
ugll
5/27/2010
SW333
NE
MW-5
Methane
470
ugl}
10122/2010
SW333
NE
MW-7
Methane
610
ugli
5/2512010
SW333
NE
MW-7
Methane
490
ugll
10/21/2010
SW333
NE
MW-8
Methane
1200
ug11
5/27/2010
SW333
NE
MW-8
Methane
1700
ugli
1012112010
SW333
NE
MW-9
Methane
4100
ugll
512712010
SW333
NE
MW-9
Methane
4000
ug11
10/21/2010
SW333
NE
EB
Methylene Chloride
1.7
ugli
05/13/2009
75-09-2
5
EB
Methylene Chloride
1.6
ug11
10/26/2009
75-09-2
5
FB
Methylene Chloride
1.4
ug11
10/26/2009
75-09-2
5
FB
Methylene Chloride
2.1
ug11
10/26/2010
75-09-2
5
MW-13
Methylene Chloride
2
ugll
10/24/2007
75-09-2
5
MW-14
Methylene Chloride
2.1
ugli
10/26/2007
75-09-2
5
MW-14
Methylene Chloride
5.6
ugll
10/2912008
75-09-2
5
MVV-15
Methylene Chloride
2.6
ugll
10/23/2007
75-09-2
5
MW-15
Methylene Chloride
0.49
ug11
05/07/2008
75-09-2
5
MW-15
Methylene Chloride
2
ugll
10/26/2009
75-09-2
5
MW-16
Methylene Chloride
2
ugll
10/24/2007
75-09-2
5
MW-17
Methylene Chloride
1.9
ugll
10/24/2007
75-09-2
5
MW-2
Methylene Chloride
34.4
ugll
1012011994
75-09-2
5
Surry County Closed, Mt. Airy

Table 4: Historic VOC detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2LI
MW-2
Methylene Chloride
171
ug/l
02/21/1995
75-09-2
5 T
MW-2
Methylene Chloride
130
ug/l
03/09/1995
75-09-2
5
MW-2
Methylene Chloride
63
ug/l
10/05/1995
75-09-2
5
MW-2
Methylene Chloride
90
ugll
04/24/1996
75-09-2
5
MW-2
Methylene Chloride
105
ug/l
10/22J1996
75-09-2
5
VIW-2
Methylene Chloride
34
ug/l
04130/1997
75-09-2
5
MW-2
Methylene Chloride
51
ug/l
1011311997
75-09-2
5
MW-2
Methylene Chloride
30
ug/l
04/2811998
75-09-2
5
WIW-2
Methylene Chloride
14
ug/l
1011311999
75-09-2
5
MVV-2
Methylene Chloride
2.2
ugli
10/2612007
75-09-2
5
MW-2
Methylene Chloride
1.2
u911
05/08/2008
75-09-2
5
MW-2
Methylene Chloride
1.1
ug/l
5125/2010
75-09-2
5
MW-2
Methylene Chloride
2.1
ug/l
10/22/2009
75-09-2
5
MW-21
Methylene Chloride
2.2
ug/l
10/24/2007
75-09-2
5
MW-3R
Methylene Chloride
48
ug/l
1012011994
75-09-2
5
MW-3RS
Methylene Chloride
1.2
ug/l
10/2212009
75-09-2
5
MW-4
Methylene Chloride
24
ug/l
10120/1994
75-09-2
5
MW-4
Methylene Chloride
5.3
u911
10123/2007
75-09-2
5
MW4
Methylene Chloride
3.9
ug/l
05/07/2008
75-09-2
5
MW4
Methylene Chloride
1.9
ug/l
5/20/2010
75-09-2
5
MW-9
Methylene Chloride
8
ug/l
10/20/1994
75-09-2
5
MW-9
Methylene Chloride
5
ug/l
10/05/1995
75-09-2
5
TB
Methylene Chloride
5.6
ug/l
10126/2010
75-09-2
5
MW-9
Naphthalene
0.69
ug/l
5/2412010
91-20-3
6
MW-1
Nitrogen, Nitrate
700
ug/l
5/20/2010
SW303
NE
MW-11
Nitrogen, Nitrate
506
u911
5/24/2010
SW303
NE
MW-11
Nitrogen, Nitrate
391
ug/l
10/21/2010
SW303
NE
MW-21
Nitrogen, Nitrate
220
ug/l
5/24/2010
SW303
NE
MW-21
Nitrogen, Nitrate
158
ug/l
10122/2010
SW303
NE
MW-4
Nitrogen, Nitrate
103
u911
5/20/2010
SW303
NE
MW-5
Nitrogen, Nitrate
109
ug/l
10/26/2009
SW303
NE
MW-20
Propionic Acid
55
ug/l
10/21/2010
SW417
NE
MW-1
Sulfate
6900
ug/l
05/11/2007
14808-79-8
250000
MW-1
Sulfate
7440
ug/l
10/21/2010
14808-79-8
250000
MW-1
Sulfate
9200
ug/l
10/26/2009
14808-79-8
250000
MW-11
Sulfate
780
ug/l
05/11/2007
14808-79-8
250000
MW-11
Sulfate
7970
ug/l
5/24/2010
14808-79-8
250000
MW-11
Sulfate
8450
ug/l
10/21/2010
14808-79-8
250000
MW-12D
Sulfate
4900
ug/l
05/09/2007
14808-79-8
250000
MW-12S
Sulfate
26000
ugll
05/09/2007
14808-79-8
250000
MW-13
Sulfate
1500
ug/l
05/09/2007
14808-79-8
250000
MW-14
Sulfate
980
ug/l
05/09/2007
14808-79-8
250000
MW-15
Sulfate
890
ug/l
05/09/2007
14808-79-8
250000
MW-16
Sulfate
3900
ug/l
05/09/2007
14808-79-8
250000
MW-2
Sulfate
2400
ug/l
05/11/2007
14808-79-8
250000
MW-3R
Sulfate
1500
ug/l
05/09/2007
14808-79-8
250000
MW-3RS
Sulfate
1900
ug/l
05/09/2007
14808-79-8
250000
MW-3RS
Sulfate
5570
ug/l
5/25/2010
14808-79-8
250000
MW-3RS
Sulfate
7340
ugll
10/22/2010
14808-79-8
250000
MW-6
Sulfate
34000
ug/l
05/11/2007
14808-79-8
250000
MW-7
Sulfate
5890
ugll
5/20/2010
14808-79-8
250000
Surry County Closed, Mt. Airy

Table 4 Historic VOC Detections
Well 1D
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L'
MW-7
Sulfate
5280
ugll
10/21/2010
14808-79-8
250000
MW-8
Sulfate
8020
ugll
10/21/2010
14808-79-8
250000
MW-1
Sulfide
9570
ugll
10/13/1997
18496-25-8
NE
MW-1
Sulfide
410
ug/l
04/28/1998
18496-25-8
NE
MW-1
Sulfide
1400
ug4
05/04/1999
18496-25-8
NE
MW-1
Sulfide
720
u9A
05/01/2003
18496-25-8
NE
MW-11
Sulfide
370
ugA
10/13/1997
18495-25-8
NE
MW-11
Sulfide
1150
ugll
05/04/1999
18496-25-8
NE
MW-11
Sulfide
770
ugA
05/04/1999
18496-25-8
NE
MW-11
Sulfide
980
ugll
05/10/2001
18496-25-8
NE
MW-11
Sulfide
1370
ugll
05/10/2001
18496-25-8
NE
MW-11
Sulfide
1200
ugll
11106/2002
18496-25-8
NE
MW-12D
Sulfide
402
ugli
5/18/2010
SW187
NE
MW-2
Sulfide
770
ugll
05/04/1999
18496-25-8
NE
MW-2
Sulfide
380
ugll
04/18/2000
18496-25-8
NE
MW-2
Sulfide
1000
ugll
11/05/2002
18496-25-8
NE
MW-2
Sulfide
304
ugll
5/25/2010
SW187
NE
MW-2
Sulfide
833
ugA
10/19/2010
18496-25-8
NE
MW-3R
Sulfide
2580
ugA
10113/1997
18496-25-8
NE
MW-3R
Sulfide
1640
ugll
04/28/1998
18496-25-8
NE
MW-3R
Sulfide
1730
ugll
05/04/1999
18496-25-8
NE
MW-3R
Sulfide
380
ugll
04/19/2000
18496-25-8
NE
MW-3R
Sulfide
1570
ugll
05/10/2001
18496-25-8
NE
MW-313
Sulfide
1600
ug/l
11/06/2002
18496-25-8
NE
MW-3R
Sulfide
1800
ug/l
05/01/2003
18496-25-8
NE
MW-3R
Sulfide
530
u911
10/23/2003
18496-25-8
NE
MW-4
Sulfide
1100
ugll
10/1311997
18496-25-8
NE
MWA
Sulfide
410
ugll
04/2811998
18496-25-8
NE
MWA
Sulfide
1530
ugll
05/04/1999
18496-25-8
NE
MWA
Sulfide
1960
u911
05/10/2001
18496-25-8
NE
MW-4
Sulfide
800
ugll
11/06/2002
18496-25-8
NE
MW-5
Sulfide
1290
ug11
10/13/1997
18496-25-8
NE
MW-5
Sulfide
410
ug11
04/28/1998
18496-25-8
NE
MW-5
Sulfide
960
ug/l
05/04/1999
18496-25-8
NE
MW-5
Sulfide
1760
u911
05/10/2001
18496-25-8
NE
MW-5
Sulfide
600
ugll
11/06/2002
18496-25-8
NE
MW-5
Sulfide
800
ugll
11/06/2002
18496-25-8
NE
MW-5
Sulfide
3600
ugll
05/01/2003
18496-25-8
NE
MW-6
Sulfide
9940
ug11
10/13/1997
18496-25-8
NE
MW-6
Sulfide
11700
ugll
05/04/1999
18496-25-8
NE
MW-6
Sulfide
1370
ug11
05/1012001
18496-25-8
NE
SW-1
Sulfide
1600
ugll
11/06/2002
18496-25-8
NE
SW-1
Sulfide
350
ug11
10/23/2003
18496-25-8
NE
SW-2
Sulfide
1600
ug11
11/06/2002
18496-25-8
NE
SW-3
Sulfide
1000
ug11
11/06f2002
18496-25-8
NE
MW-11
Tetrachloroethene
22
ugll
10/20/1994
127-18-4
0.7
MW-11
Tetrachloroethene
26
ug/l
02121/1995
127-184
0.7
MW-11
Tetrachloroethene
30
ugll
03109/1995
127-18-4
0.7
MW-11
Tetrachloroethene
41
ugll
10105/1995
127-18-4
0.7
MW-11
Tetrachloroethene
5
ugll
04124/1996
127-18-4
0.7
MW-11
Tetrachloroethene
8
ugll
10122/1996
127-18-4
0.7
Surry County Closed, Mt. Airy

0 Table 4: Historic VCC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-11
Tetrachloroethene
12
ugll
04/3011997
127-18-4
0.7
MW-11
Tetrachloroethene
0.47
ug11
10/26/2007
127-18-4
0.7
MW-11
Tetrachloroethene
0.51
ugll
05/08/2008
127-18-4
0.7
M1N-11
Tetrachloroethene
0.64
ugll
10/2912008
127-18-4
0.7
MVV-13
Tetrachloroethene
0.33
ugll
10/24/2007
127-18-4
0.7
MW-14
Tetrachloroethene
5.1
ugll
10119/2006
127-18-4
0.7
MW-14
Tetrachloroethene
2
u911
05/09/2007
127.18-4
0.7
MW-14
Tetrachloroethene
2.4
ugll
10/26/2007
127-16-4
0.7
MW-14
Tetrachloroethene
2.3
ug11
05/08/2008
127-18-4
0.7
MW-14
Tetrachloroethene
2.4
u911
10/29/2008
127.18.4
0.7
MW-14
Tetrachloroethene
1.4
u911
05/14/2009
127-18-4
0.7
MW-14
Tetrachloroethene
1.4
ugll
5/2012010
127-18A
0.7
MW-14
Tetrachloroethene
1.9
ugll
10/21/2010
127-18-4
0.7
MW-14
Tetrachloroethene
5.7
ug11
10120/2009
127-18-4
0.7
MVY-15
Tetrachloroethene
5.9
ug11
10/19/2006
127-18-4
0.7
MW-15
Tetrachloroethene
2.6
ugll
05/09/2007
127-18-4
0.7
MW-15
Tetrachloroethene
3.6
ugll
10/23/2007
127-18-4
0.7
MW-15
Tetrachloroethene
1
u911
05/07/2008
127-18-4
0.7
MW-15
Tetrachloroethene
4.8
ugll
10/29/2008
127-18-4
0.7
MW-15
Tetrachloroethene
4.3
ugll
05/13/2009
127.18-4
0.7
MW-15
Tetrachloroethene
2.9
u911
5/25/2010
127-18-4
0.7
MW-15
Tetrachloroethene
2.4
ugll
10/22/2010
127-18A
0.7
MW-15
Tetrachloroethene
4,2
u911
10/2612009
127-111-4
0.7
MW-19
Tetrachloroethene
0.53
ugli
10/24/2007
127-18-4
0.7
MW-19
Tetrachloroethene
0.54
ugll
05/07/2008
127-18-4
0.7
MW-19
Tetrachloroethene
0.69
ugll
10/28/2008
127-18-4
0.7
MW-19
Tetrachloroethene
0.48
ugll
05/12/2009
127-18-4
0.7
MW-19
Tetrachloroethene
0.47
ug/I
5/18/2010
127-18-4
0.7
MW-19
Tetrachloroethene
0.52
ugll
10/19/2010
127-18-4
0.7
MW-19
Tetrachloroethene
0.67
ugll
10/26/2009
127-18-4
0.7
MW-2
Tetrachloroethene
46
ug11
10/20/1994
127-18-4
0.7
MW-2
Tetrachloroethene
48
ugll
02/21/1995
127-18-4
0.7
MW-2
Tetrachloroethene
70
ugll
03/09/1995
127-18-4
0.7
MW-2
Tetrachloroethene
19
ug11
10105/1995
127-18-4
0.7
MW-2
Tetrachloroethene
12
ugll
04/24/1996
127-18-4
0.7
MW-2
Tetrachloroethene
20
ugll
10122/1996
127-18-4
0.7
MW-2
Tetrachloroethene
18
ug11
04/30/1997
127-18-4
0.7
MW-2
Tetrachloroethene
12
ugll
10J1311997
127-18-4
0.7
MW-2
Tetrachloroethene
17
ugll
04128/199B
127-18-4
0.7
MW-2
Tetrachloroethene
18
ug11
10/13/1998
127-18-4
0.7
MW-2
Tetrachloroethene
14
ug11
05104/1999
127-18-4
0.7
MW-2
Tetrachloroethene
12
ugll
1oil 9/1999
127-18-4
0.7
MW-2
Tetrachloroethene
16
ugll
04/1812000
127-18-4
0.7
MW-2
Tetrachloroethene
16
ugll
10/19/2000
127-18-4
0.7
MW-2
Tetrachloroethene
14
ugll
11/2012001
127-18-4
0.7
MW-2
Tetrachloroethene
11
ugll
11/06/2002
127-18-4
0.7
MW-2
Tetrachloroethene
12
ugll
05/0112003
127-18-4
0.7
MW-2
Tetrachloroethene
13
ugll
05/0112003
127.18-4
0.7
MW-2
Tetrachloroethene
7.4
ugll
1012312003
127-18-4
0.7
MW-2
Tetrachloroethene
7.7
ugll
10123/2003
127-18-4
0.7
MW-2
Tetrachloroethene
7.7
ugll
0412812004
127-18-4
0.7
5urry County
Closed, Mt. Airy

Table 4: Historic VOC Detectians
Well I❑
Parameter Name'
Result
Unit
Sample Cate
CAS RN
NCGW2L
MW-2
Tetrachloroethene
9
ug/l
10/1912006
127-18-4
0.7
MW-2
Tetrachloroethene
6.8
ug11
05/01/2006
127-18-4
0.7
MW-2
Tetrachloroethene
6.7
ug/l
10/19/2006
127-18-4
0.7
MW-2
Tetrachloroethene
3.9
ug11
05/11/2007
127-18-4
0.7
MW-2
Tetrachloroethene
3.5
ugll
10/2612007
127-18-4
0.7
MW-2
Tetrachloroethene
4.2
ug11
05/08/2008
127-18-4
0.7
MW-2
Tetrachloroethene
2.7
ugll
06/14/2009
127-18-4
0.7
MW-2
Tetrachloroethene
3.1
ugll
5/25/2010
127-18-4
0.7
MW-2
Tetrachloroethene
0.93
ugll
10/19/2010
127-18-4
0.7
MW-2
Tetrachloroethene
4,1
ugll
10/22/2009
127-18-4
0.7
MW-21
Tetrachloroethene
1.9
ug/I
06106/2007
127-18-4
0.7
MW-21
Tetrachloroethene
0.98
ugli
10/24/2007
127-18-4
0.7
MW-21
Tetrachloroethene
0.94
ugll
10129/2008
127-18-4
0.7
MW-21
Tetrachloroethene
0.61
ugli
05/13/2009
127-18-4
0.7
MW-21
Tetrachloroethene
0.62
ugll
5/24/2010
127-18-4
0.7
MW-21
Tetrachloroethene
0.59
ugli
10/22/2010
127-15-4
0.7
MW-21
Tetrachloroethene
0.63
ugll
10/22/2009
127-18-4
0.7
MW-23
Tetrachloroethene
0.38
ugli
10/24/2007
127-18-4
0.7
MW-23
Tetrachloroethene
0.49
ugll
10/28/2008
127-18-4
0.7
MW-23
Tetrachloroethene
0.6
ugli
5/18/2010
127-18-4
0.7
MW-23
Tetrachloroethene
4.3
ugll
10120/2009
127-18-4
0.7
MW-3R
Tetrachloroethene
17
ugll
10/2011994
127-18-4
0.7
MW-4
Tetrachloroethene
10
ug11
10/20/1994
127-18-4
0.7
MW-4
Tetrachloroethene
12
ugll
02121/1996
127-18-4
0.7
MW-4
Tetrachloroethene
16
ugll
03/09/1995
127-18-4
0.7
MW-4
Tetrachloroethene
15
ugli
10105/1995
127-18-4
0.7
MW-4
Tetrachloroethene
5
ug11
10113/1998
127-18.4
0.7
MW-4
Tetrachloroethene
5.7
ugll
10123/2003
127-18-4
0.7
MW-4
Tetrachloroethene
5.4
ugll
04/28/2004
127-18-4
0.7
MW-4
Tetrachloroethene
7
ug11
10119/2005
127-18-4
0.7
MW-4
Tetrachloroethene
6.4
ugll
04/24/2006
127-18-4
0.7
MWA
Tetrachloroethene
5.9
ug11
10119/2006
127-18-4
0.7
MW-4
Tetrachloroethene
3.1
ug11
05/09/2007
127-18-4
0.7
MW-4
Tetrachloroethene
3.2
ug11
10123/2007
127-18-4
0.7
MW-4
Tetrachloroethene
3.8
ugll
051071200E
127-18-4
0.7
MWA
Tetrachloroethene
2.6
ugll
05113/2009
127-18-4
0.7
MW-4
Tetrachloroethene
2.8
ugll
5120i2010
127-18-4
0.7
MWA
Tetrachloroethene
2.8
ug11
1012212010
127-18-4
0.7
MW-4
Tetrachloroethene
6.2
ugll
10121/2009
127-18-4
0.7
MW-5
Tetrachloroethene
5
u911
02/2114995
127-18-4
0.7
MW-5
Tetrachloroethene
11
ug11
03109/1995
127-18-4
0.7
MW-6
Tetrachloroethene
6
ug11
02/21/1995
127-18-4
0.7
IAW-6
Tetrachloroethene
8
u911
03109/1995
127-18-4
0.7
MW-7
Tetrachloroethene
12
ug11
06/0411999
127-18-4
0.7
MW-8
Tetrachloroethene
7
ugll
10/20/1994
127-18-4
0.7
MW-8
Tetrachloroethene
7
ugll
02121/1995
127-18-4
0.7
MW-8
Tetrachloroethene
12
ugll
03109/1995
127-184
0.7
SW-1
Tetrachloroethene
0.97
ugll
0510812008
127-184
0.7
MW-11
Toluene
0.72
ugll
05/11/2007
108-88-3
600
~11
Toluene
0.44
ugli
05/14/2009
108-88-3
600
~11
Toluene
0.85
ugll
10/21/2010
10"8-3
600
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well I❑
Parameter Name'
Result
Unit
Sample Date
GAS RN
NCGW2L2
MW-13
Toluene
0.81
ugA
05/09/2007
10M8-3
600
MW-15
Toluene
0.81
ugll
05/09/2007
108-88-3
600
MW-15
Toluene
1.2
ug11
05/07/2008
108-88-3
600
MW-16
Toluene
0.81
ugll
05/09/2007
108-88-3
600
MW-16
Toluene
0.3
ugll
5/2512010
108-88-3
600
MW-2
Toluene
0.98
ugli
05/11/2007
108-88-3
600
MW-2
Toluene
0.94
ug/l
10/26/2007
108-88-3
600
MW-2
Toluene
0.56
ug/l
05/08/2008
108-88-3
600
MW-2
Toluene
7.5
ugll
05/14/2009
108-85-3
600
MW-2
Toluene
0.82
ug/l
5/25/2010
108-88-3
600
MW-2
Toluene
136
ugll
10/19/2010
108-88-3
600
MW-2
Toluene
0.9
ugll
10/22/2009
108-88-3
600
MW-3R
Toluene
0.28
ugll
10/19/2010
108-88-3
600
MW-3RS
Toluene
0.96
u911
05/09/2007
108-88-3
600
MW-3RS
Toluene
0.46
ug/l
10/23/2007
108-68-3
600
MW-3RS
Toluene
0.75
ugll
05/07/2008
108-88-3
600
MW-3RS
Toluene
0.34
ugll
05/13/2009
108-88-3
600
MW-3RS
Toluene
0.75
ugll
5/25/2010
108-88-3
600
MW-3RS
Toluene
0.33
ugll
10/22/2010
108-88-3
600
MW-5
Toluene
0.83
ugll
05/09/2007
108-88-3
600
MW-5
Toluene
0.31
ugll
05/13/2009
108-88-3
600
MW-8
Toluene
0.6
ugll
05/11/2007
108-88-3
600
SW-1
Toluene
0.97
ugli
05109/2007
108-88-3
600
SW-4
Toluene
0.68
ugll
05/07/2008
108-88-3
600
TS
Toluene
0.2
ug/l
05/08/2007
t 08-88-3
600
MW-11
trans-1,2-Dichloroethene
1.6
ugli
05/11/2007
156-60-5
100
MW-13
trans-1,2-Dichioroethene
7.7
ug11
05/09/2007
156.60-5
100
MW-13
trans-1,2-Dichloroethene
0,34
ugli
10/24/2007
155-60-5
100
MW-13
trans-1,241chloroethene
0,61
ugll
05107/2008
156-60-5
100
MW-13
trans-1,2-Dichloroethene
0,54
ugll
10/29/2008
156-60-5
100
MW-14
trans-1,2-0ichloroethene
1.4
ug11
05/09/2007
156-60-5
100
MW-15
trans- 1,2-Dichloroethene
3.9
ugn
05/09/2007
156-60-5
100
MW-16
trans-1,2-❑ichloroethene
14
ugll
05/09/2007
156-60-5
100
MW-16
trans-1,2-0ichloroethene
0,54
ug/1
10/24/2007
156-60-5
100
MW-16
trans-1,2-0ichloroethene
0.55
ug11
05/07/7008
156-60-5
100
MW-16
trans- 1,2-0ichloroethene
0.69
ug11
10/29/2005
156-60-5
100
MW-16
trans-1,2-0ichloroethene
0.7
ug11
5/25/2010
156.60-5
100
MW-16
trans- l,2-Dichloroethene
0.74
ug/l
10/19/2010
156-60-5
100
MW-16
trans-1,2-0ichioroethene
0.66
ugll
10/22/2009
156-60-5
100
MW-2
trans- 1,2-Dichloroethene
5.7
u911
05/11/2007
156--60-5
100
MW-2
trans-1,2-Dichloroethene
0.43
ug11
10/26/2007
156-60-5
100
MW-2
trans- l,2-Dichioroethene
0.77
ugll
05/08/2008
156-60-5
100
MW-2
trans-1,2-Dichloroethene
0,56
ugll
05/14/2009
156-60-5
100
MW-2
trans-1,2-Dichioroethene
0,84
ugll
5/25/2010
156-60-5
100
MW-2
trans- l,2-Dichioroethene
0.6
ugll
10/19/2010
156-60-5
100
MW-2
trans-1,2-Dichloroethene
0.7
ugll
10/22/2009
156-60-5
100
MW-21
trans-1,2-Dichloroethene
0.32
ugll
10/24/2007
156-60-5
100
MW-3RS
trans-1,2-Dichloroethene
21
ugll
05/09/2007
156-60-5
100
MW-3RS
trans-1,2-Dichloroethene
0.67
ugll
10/23/2007
156-60-5
100
MW-3RS
trans- l,2-Dichloroethene
1.1
ugll
05/07/2008
15"0-5
100
MW-3RS
Ira ns-l.2-Dichloroethene
0.49
ugll
05/13/2009
156-60-5
100
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
MW-3RS
trans-1 ,2-Dichloroethene
0.85
ug/l
5/25/2010
156-60-5
100
MV11-3RS
trans-1,2-Dichloroethene
0.61
ug/l
10/22/2009
156-60-5
100
MW-5
trans-12-Dichloroethene
2.1
ugll
05/09/2007
156-60-5
100
SW-i
trans-1,2-Dichloroethene
2.5
ugll
05/09/2007
156-60-5
100
SW-1
trans-12-Dichloroethene
0.69
ugll
05/08/2008
156-60-5
100
SW-i
trans-1,2-Dichloroethene
0.53
ugll
10/281200B
15"0-5
100
MW-11
Trichloroethene
12
ugll
10/20/1994
79-01-6
3
MW-11
Trichloroethene
18
ugll
02/21/1995
79-01-6
3
MW-11
Trichloroethene
20
ugll
03/09/1995
79-01-6
3
MW-11
Trichloroethene
37
ugll
10/05/1995
79-Gl-6
3
MW-11
Trichloroethene
6
ugll
04/3011997
79-01-6
3
MW-11
Trichloroethene
0.91
ugll
05/11/2007
79-01-6
3
MW-11
Trichloroethene
1.1
ugll
10/26/2007
79-01-6
3
M1N-11
Trichloroethene
0.75
ug/l
05/08/2008
79-01-6
3
MVV-11
Trichloroethene
0.96
ugll
10/29/2008
79-01-6
3
Mvv-11
Trichloroethene
0.63
ugll
05/14/2009
79-01-6
3
MW-13
Trichloroethene
8.4
ugll
07/2712006
79-01-6
3
MW-13
Trichloroethene
8.6
ugll
10/1912006
79-01-6
3
MW-13
Trichloroethene
4.8
ugll
05/0912007
79-01-6
3
MW-13
Trichloroethene
4.2
ugll
10/2412007
79-01-6
3
MW-13
Trichloroethene
3.8
ugll
05(07/2008
79-01-6
3
MW-13
Trichloroethene
4
ug/l
10/29/2008
79-01-6
3
MW-13
Trichloroethene
3.5
ugll
05114/2009
79-01-6
3
MW-13
Trichloroethene
2.2
ug11
5/25/2010
79-01-6
3
MW-13
Trichloroethene
2.6
ugll
10/19/2010
79-01-6
3
MW-13
Trichloroethene
2.4
ugll
10/22/2009
79-01-6
3
MW-14
Trichloroethene
1.4
ugll
05/09/2007
79-01-6
3
MW-14
Trichloroethene
1.7
ugll
10/26/2007
79-01-6
3
MW-14
Trichloroethene
1 A
ugll
05/08/2008
79-01--6
3
MW-14
Trichloroethene
1.7
ugll
10/29/2008
79-01-6
3
MW-14
Trichloroethene
0.95
ugll
05/14/2009
79-01-6
3
MW-14
Trichloroethene
0.92
ugll
5/20/2010
79-01-6
3
MW-14
Trichloroethene
1.4
u911
10/21/2010
79-01-6
3
MW-14
Trichloroethene
1.3
u911
10/20/2009
79-01-6
3
MW-15
Trichloroethene
6.4
ugll
10119/2006
79-01-6
3
MW-15
Trichloroethene
3.7
ugll
05109/2007
79-01-6
3
MW-15
Trichloroethene
5.5
ugll
10123/2007
79-01-6
3
MVv-15
Trichloroethene
2.9
ugll
05l0712008
79-01-6
3
MW-15
Trichloroethene
5.2
ugli
10129/2008
79-01-6
3
MW-15
Trichloroethene
5.5
ugll
05/1312009
79-01-6
3
MW-15
Trichloroethene
4.5
ugll
5/25/2010
79-01-6
3
MW-15
Trichloroethene
3.8
ugll
10122/2010
79-01-6
3
MW-15
Trichloroethene
7.3
ugll
10126/2009
79-01-6
3
MW-16
Trichloroethene
13.2
ugll
0712712006
79-01-6
3
MW-16
Trichloroethene
13
ug11
10119/2006
79-01-6
3
MW•16
Trichloroethene
6.8
ug11
05109/2007
79-01-6
3
MW•16
Trichloroethene
7.3
ugll
1012412007
79-01-6
3
MW-16
Trichloroethene
6
ugll
051D7)2008
79-01-6
3
MW-16
Trichloroethene
6.2
ugll
10129/2008
79-01-6
3
MW-16
Trichloroethene
3.5
ugll
05113/2009
79-01-6
3
MW-16
Trichloroethene
4.6
ugll
5/2512010
79-01-6
3
Surry County Closed, Mt. Airy

Table 4 Historic VOC Detections
Well ID
Parameter blame'
Result
Unit
Sample Date
CAS RN
NCGW2L
MW-16
Trichloroethene
3.7
ugll
1011912010
79-01-6
3
MW-16
Trichloroethene
6.3
ugll
10122/2009
79-01-6
3
MV11-19
Tnchieroelhene
0.33
ugli
10124/2007
79-01-6
3
MW-19
Trichloroethene
0.51
ug11
10/2812008
79-01-6
3
MVV-19
Trichloroethene
0.62
ug11
10/19/2010
79-01-6
3
MW-2
Trichloroethene
12
ugll
1012011994
79-01-6
3
MW-2
Trichloroethene
12
ugll
02121/1995
79-01-6
3
MW-2
Trichloroethene
13
ugll
03109/1995
79-01-6
3
MW-2
Trichloroethene
6
ugll
10105/1995
79-01.6
3
MW-2
Trichloroethene
7
ugll
10122/1996
79-01-6
3
MW-2
Trichloroethene
6
ugll
04/30/1997
79-01-6
3
MW-2
Trichloroethene
6
uglf
10/1311997
79-01-6
3
MW-2
Trichloroethene
6
ugll
04/28/1998
79-01-6
3
MW-2
Trichloroethene
6
u911
10/1311998
79-01-6
3
MW-2
Trichforoethene
5
tig11
05/04/1999
79-01-6
3
MW-2
Trichloroethene
8.8
ug11
10/1911999
79-01-6
3
MW-2
Trichloroethene
7
ug11
0411812000
79-01-6
3
MW-2
Trichfornethene
7.2
ug11
10119/2000
79-01-6
3
MW-2
Trichforoethene
7.1
ugll
11120/2001
79-01-6
3
MW-2
Trichloroethene
8.8
ug11
10/23/2003
79-01-6
3
MW-2
Trichloroethene
9.1
ug11
10/23/2003
79-01-6
3
MW-2
Trichloroethene
5.2
ug11
04/28/2004
79-01-6
3
MW-2
Trichloroethene
7
u911
10119/2005
79-01-6
3
MW-2
Trichloroethene
6.4
ugll
05/0112006
79-01-6
3
MW-2
Trichloroethene
6
ugll
10/19/2006
79-01-6
3
MW-2
Trichloroethene
5.3
ugll
05/11/2007
79-01-6
3
MW-2
Trichforoethene
4.8
ug11
10126/2007
79-01-6
3
MW-2
Trichloroethene
6.2
ug11
05108/2008
79-01-6
3
MW-2
Trichloroethene
3.7
ug11
05114/2009
79-01-6
3
MW-2
Trichloroethene
5.6
ugll
5/25/2010
79-01-6
3
MVV-2
Trichloroethene
1.2
ugll
10/19/2010
79-01-6
3
MW-2
Trichloroethene
6.5
ugll
10/2212009
79-01-6
3
MW-21
Trichloroethene
4.8
ug11
10124/2007
79-01-6
3
MW-21
Trichforoethene
4.7
ugll
10/29/2008
79-01-6
3
MW-21
Trichloroethene
3.1
ugll
05113/2009
79-01-6
3
MW-21
Trichloroethene
3.1
ug11
5/24/2010
79-01-6
3
MW-21
Trichloroethene
3.1
ugll
1012212010
79-01-6
3
MW-21
Trichloroethene
4.7
ugll
10122/2009
79-01-6
3
MVII-23
Trichioroethene
0.48
ugll
5/18/2010
79-01-6
3
MW-3R
Trichloroethene
14
ugll
10/20/1994
79-01-6
3
MW-3RS
Trichloroethene
15
ug11
10/12/2004
79-01-6
3
MW-3RS
Trichloroethene
6
u911
05/04/2005
79-01-6
3
MW-3RS
Trichloroethene
13
ug11
10118/2005
79-01-6
3
MW-3RS
Trichloroethene
12.2
ug11
05/01/2006
79-01-6
3
MW-3RS
Trichloroethene
16
ugll
10119/2006
79-01-6
3
MW•3RS
Trichloroethene
9.6
ug11
05/09/2007
79-01-6
3
MW-3RS
Trichloroethene
8
ugll
10/23/2007
79-01-6
3
MW-3RS
Trichloroethene
8.2
ugll
05107/2008
79-01-6
3
MW-3RS
Trichloroethene
8.1
u911
05113/2009
79-01-6
3
MW-3RS
Trichforoethene
6.8
ug11
5/25/2010
79-01-6
3
MVV-3RS
Trichloroethene
3
ug11
10/22/2010
79-01-6
3
Surry County Closed, Mt. Airy

Table 4' Historic VOC Detections
Well ID
Parameter Name'
Result
unit
Sample Date
CAS RN
NCGW2Lr
MW-3RS
Trichloroethene
7.6
ug/l
10/22/2009
79-01-6
3
MW-4
Trichloroethene
5.2
ugll
10/23/2003
79-01-6
3
MW-4
Trichloroethene
1.8
ugll
05/09/2007
79-01-6
3
MW-4
Trichloroethene
1.8
ugA
10/23/2007
79-01-6
3
MW-4
Trichloroethene
2
ugll
05/07/2008
79-01-6
3
MW-4
Trichloroethene
1.6
ugll
05/13/2009
79-01-6
3
MW-4
Trichloroethene
1.7
ugll
5/20/2010
79-01-6
3
MW-4
Trichloroethene
1.8
ugA
10/22/2010
79-01-6
3
MW-4
Trichloroethene
1.6
ugll
10121/2009
79-01-6
3
MW-7
Trichloroethene
10
ugll
10/05/1995
79-01-6
3
MW-8
Trichloroethene
10
ugll
10/20/1994
79-01-6
3
MW-8
Trichloroethene
8
ugfl
02/21/1995
79-01-6
3
MW-8
Trichloroethene
8
ug11
03109/1995
79-01-6
3
MW-8
Trichloroethene
8
ugll
10/05/1995
79-01-6
3
MW-8
Trichloroethene
6
ugll
04130/1997
79-01-6
3
MW-8
Trichloroethene
5
ugll
04/28/1998
79-01-6
3
MW-9
Trichlaroethene
8
vgfl
10/20/1994
79-01-6
3
MW-9
Trichloroethene
6
ugli
02/210995
79-01-6
3
MW-9
Trichloroethene
12
ugll
10/05/1995
79-01-6
3
MW-9
Trichloroethene
5
ugll
04130/1997
79-01-6
3
sW-1
Trichloroethene
6.2
u911
10/21/1999
79-01-6
3
SW-1
Trichloroethene
1.7
ugll
05/09/2007
79-01-6
3
SW-1
Trichloroethene
0.92
ugll
10/29/2007
79-01-6
3
SW-1
Trichloroethene
4.9
ugll
05108/2008
79.01-6
3
SW-1
Trichloroethene
1.8
ugll
10/28/2008
79-01-6
3
MW-11
Trichlorofluoromethane
0.37
ugll
10/29/2008
75-69-4
2000
MW-14
Trichlorofluoromethane
0.61
ugll
05/09/2007
75-69-4
2000
MW-14
Trichlorofluoromethane
0.43
ugll
10/26/2007
75-69-4
2000
MW-14
Trichlorofluoromethane
0.54
ugll
10/29/2008
75-69-4
2000
MW-14
Trichlorofluoromethane
0.31
ugll
05/14/2009
75-69-4
2000
MW-15
Trichlorofluoromethane
0.58
ugll
05/13/2009
75-69-1
2000
MW-19
Trichlorofluoromethane
0.27
ugm
10/28/2008
75-69-4
2000
MW-19
Trichlorofluoromethane
0.33
ugll
10/25/2009
75-69-4
2000
MW-2
Trichlorofluoromethane
8.4
ugll
10/20/1994
75-69-4
2000
MW-2
Trichlorofluoromethane
55
ugll
02121/1995
75-69-1
2000
MW-2
Trichlorofluoromethane
65
ugll
03/09/1995
75-69-4
2000
MW-2
Trichlorofluoromethane
33
ugll
10/05/1995
75-69-4
2000
MW-2
Trichlorofluoromethane
30
ugll
04/24/1996
75-69-4
2000
MW-2
Trichlorofluoromethane
23
ugll
10/22/1996
75-69-4
2000
MW-2
Trichlorofluoromethane
25
ugll
10/1311997
75-69.4
2000
MW-2
Trichlorofluoromethane
19
ugll
04/28/1998
75-69-4
2000
MW-2
Trichlorofluoromethane
16
ugll
10/13/1998
75-69-4
2000
MW-2
Trichlorofluoromethane
9
ugll
05/04/1999
75-69-4
2000
MW-2
Trichlorofluoromethane
11
ugll
10/19/1999
75-69-4
2000
MW-2
Trichlorofluoromethane
13
ugll
04/18/2000
75-69-4
2000
MW-2
Trichlorofluoromethane
5.6
ugll
11/20/2001
75-69-1
2000
MW-2
Trichlorofluoromethane
0.54
ugll
05/08/2008
75-69-4
2000
MW-3R
Trichlorofluoromethane
10
ugll
10/20/1994
75-694
2000
MW-4
Trichlorofluoromethane
31
ug/I
10120/1994
75-69-4
2000
MW-4
Trichlorofluoromethane
22
ugll
02121/1995
75-69-4
2000
MW-4
Trichlorofluoromethane
27
ug11
03109/1995
75-69-4
2000
Surry County Closed. Mt. Airy

Table 4 Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L=
MVV-4
Trichlorofluoromethane
46
ugll
10/05/1995
75-69-4
2000
MVV-4
Trichlorofluoromethane
11
ugll
04/24/1996
75-69-4
2000
MW-4
Trichlorofluoromethane
12
ugll
10/22/1996
75-69-4
2000
MW-4
Trichlorofluoromethane
5
ug/l
05/04/1999
75-69-4
2000
MVVA
Trichlorofluoromethane
5.2
ugll
10/19/1999
75-69-4
2000
MIN-4
Trichlorofluoromethane
7.1
ugll
04/18/2000
75-69-4
2000
MW-4
Trichlorofluoromethane
0.34
u911
05/13/2009
75-69-4
2000
MW-11
Vinyl chloride
2.9
ugll
05/11/2007
75-01-4
0.03
MW-11
Vinyl chloride
1.8
ugll
1012612007
75-01-4
0.03
MW-11
Vinyl chloride
1.4
ugll
06/08/2008
75-01-4
0.03
MW-11
Vinyl chloride
2
ug/l
10/29/2008
75-01-4
0.03
MW-11
Vinyl chloride
1.2
ug/l
05/14/2009
75-01-4
0.03
MW-11
Vinyl chloride
1.1
ugll
10/21/2010
75-01-4
0.03
MW-13
Vinyl chloride
13.1
ugll
07/27/2006
75-01-4
a.03
MW-13
Vinyl chloride
24
ugll
10/19/2006
75-01-4
0.03
MW-13
Vinyl chloride
10
ug/l
05/09/2007
75-01-4
0.03
MW-13
Vinyl chloride
4.5
ug/l
10/24/2007
75-01-4
0.03
MW-13
Vinyl chloride
4.3
ug/l
05/07/2008
75-01-4
0.03
MW-13
Vinyl chloride
4.8
ug/l
101291'2008
75-01-4
0.03
MW-13
Vinyl chloride
2.4
ugll
05/14/2009
75-01-4
0.03
MV11-13
Vinyl chloride
1.1
ug/l
5/25/2010
75-01-4
0.03
MW-13
Vinyl chloride
3
ug/l
10/19/2010
75-01-4
0.03
MW-15
Vinyl chloride
2.6
u911
05/09/2007
75-01-4
0.03
MW-15
Vinyl chloride
1.9
ugll
10/23/2007
75-01-4
0.03
MYV-15
Vinyl chloride
1
ug11
05/07/2008
75-01-4
0.03
MW-15
Vinyl chloride
1.5
ugll
10/29/2008
75-01-4
0.03
MW-15
Vinyl chloride
1.3
ugll
05/13/2009
75-01-4
0.03
MW-15
Vinyl chloride
1.4
ug11
5/25/2010
75-01-4
0.03
MW-15
Vinyl chloride
1.4
ug11
10/22/2010
75-01-4
0.03
MW-16
Vinyl chloride
13
ugll
1Oil 9/2006
75-01-4
0.03
MW-16
Vinyl chloride
7.2
ugll
05/09/2007
75-01-4
0.03
MW-16
Vinyl chloride
4.2
ugll
10/24/2007
75-01-4
0.03
MW-16
Vinyl chloride
3.7
ugll
05/07/2008
75-01A
0.03
MW-16
Vinyl chloride
5.7
ugll
10/29/2008
75-01-4
0.03
MW-16
Vinyl chloride
2.2
ugll
05/13/2009
75-01-4
0.03
MW-16
Vinyl chloride
5.4
ugll
5/25/2010
75-01-4
0.03
MW-16
Vinyl chloride
GA
ugll
10/19/2010
75-01-4
0.03
MW-16
Vinyl chloride
2.5
ugll
10/22/2009
75-01-4
0.03
MW-17
Vinyl chloride
1.5
u911
10/24/2007
75-01-4
0.03
MW-17
Vinyl chloride
1.3
ugll
5/19/2010
75-01-4
0.03
MW-17
Vinyl chloride
1.7
ugll
10/19/2010
75-01-4
0.03
MW-2
Vinyl chloride
14
u911
10/23/2003
75-01-4
0.03
MW-2
Vinyl chloride
13
ugll
10/23/2003
75-01-4
0.03
MW-2
Vinyl chloride
10
u911
05/05/2005
75-01-4
0.03
MW-2
Vinyl chloride
25
ug11
1Oil 9/2006
75-01-4
0.03
MW-2
Vinyl chloride
12
ug11
05/11/2007
7S-01-4
0.03
MW-2
Vinyl chloride
5.7
ug/l
10/26/2007
75-01-4
0.03
MW-2
Vinyl chloride
5.9
ugll
05/08/2008
75-01-4
0.03
MW-2
Vinyl chloride
4
u911
05/14/2009
75-01-4
0.03
MW-2
Vinyl chloride
4.8
ug11
5/25/2010
75-01-4
0.03
MW-2
Vinyl chloride
3.8
ugrl
10/19/2010
75-01-4
0.03
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L'
MW-2
Vinyl chloride
1.1
ugll
10l2212009
75-01.4
0.03
MW-21
Vinyl chloride
4.2
ugll
06/06/2007
75-01-4
0.03
MW-21
Vinyl chloride
41
ugll
10124/2007
75-01-4
0.03
MW-21
Vinyl chloride
2.1
ugll
10129/2008
75-01-4
0.03
MW-22
Vinyl chloride
1.1
ugll
10/24/2007
75-01-4
0.03
MW-22
Vinyl chloride
2
ugll
10119/2010
75-01-4
0.03
MW-3RS
Vinyl chloride
13
ugll
1011912006
75-01-4
0.03
MW-3RS
Vinyl chloride
11
ugll
05/0912007
75-01-4
0.03
MW-3RS
Vinyl chloride
5
ugll
05/07/2008
75-01-4
0.03
MW-3RS
Vinyl chloride
3.8
ugll
05/13/2009
75-01-4
0.03
MW-3RS
Vinyl chloride
7.4
ugll
5/25/2010
75-01-4
0.03
MW-3RS
Vinyl chloride
6
u911
10/2212010
75-01-4
0.03
MW-3RS
Vinyl chloride
1.3
ug/l
10/2212009
75-01-4
0,03
MW-4
Vinyl chloride
1.8
u911
05/0912007
75-01-4
0.03
MW-4
Vinyl chloride
0.48
ugll
10/23/2007
75-01-4
0.03
MW-4
Vinyl chloride
0.44
ugli
05/0712008
75-01-4
0.03
MW-5
Vinyl chloride
8.4
u911
05/09/2007
75-01-4
0.03
MW-5
Vinyl chloride
3.4
u911
10/23/2007
75-01-4
0.03
MW-5
Vinyl chloride
4.7
ugll
05/07/2008
75-01-4
0.03
MW-5
Vinyl chloride
4
ugli
05/13/2009
75-01-4
0.03
MW-5
Vinyl chloride
4.6
ugll
5/25/2010
75-01-4
0.03
MW-5
Vinyl chloride
4.7
ugll
10/22/2010
75-01-4
0,03
MW-7
Vinyl chloride
0.36
ugll
10/24/2007
75-01-4
0.03
MW-8
Vinyl chloride
21
ugli
10/20/1994
75-01-4
0.03
MW-8
Vinyl chloride
12
u911
02/21/1995
75-01-4
0.03
MW-8
Vinyl chloride
9
ug11
03/09/1995
75-01-4
0,03
MW-8
Vinyl chloride
19
ug11
10/21/1999
75-01-4
0.03
MW-8
Vinyl chloride
11
ug11
IV0612002
75-01-4
0.03
MW-8
Vinyl chloride
19
ugll
10/19/2006
75-01-4
0.03
MW-8
Vinyl chloride
6.2
ug11
06/11/2007
75-01-4
0.03
MW-8
Vinyl chloride
4.4
ug11
10/26/2007
75-01-4
0.03
MW-8
Vinyl chloride
5.2
ugll
05/08/2008
75-01-4
0.03
MW-8
Vinyl chloride
7
ug11
10128/2008
75-01-4
0.03
MW-8
Vinyl chloride
2.9
ug11
05/14/2009
75-01-4
0.03
MW-8
Vinyl chloride
4.1
ug11
5124/2010
75-01-4
0.03
MW-8
Vinyl chloride
2.2
ug11
10/21/2010
75-01-4
0.03
MW-8
Vinyl chloride
1.2
ug11
10/22/2009
75-01-4
0.03
MW-9
Vinyl chloride
12
ugll
10/23/2003
75-01-4
0.03
MW-9
Vinyl chloride
13
ug11
10/19/2006
75-01-4
0.03
MW-9
Vinyl chloride
9
ugll
05/11/2007
75-01-4
0.03
MW-9
Vinyl chloride
1
ug11
10129/200T
75-01-4
0.03
MW-9
Vinyl chloride
8.9
ug/l
05108/2008
75-01-4
0.03
MW-9
Vinyl chloride
9.9
ugll
10/28/2008
75-01-4
0.03
MW-9
Vinyl chloride
9.2
ug11
05114/2009
75-01-4
0.03
MW-9
Vinyl chloride
6.9
ug11
5/24/2010
75-01-4
0.03
MW-9
Vinyl chloride
9.6
ugll
10/21/2010
75-01-4
0.03
MW-9
Vinyl chloride
7.7
ug11
10122/2009
75-01-4
0.03
SW-1
Vinyl chloride
12
ug11
10119/2006
75-01-4
0.03
SW-1
Vinyl chloride
12
ug11
05109/2007
75-01-4
0.03
SW-1
Vinyl chloride
3.5
ugll
10129/2007
75-01-4
0.03
SW-1
Vinyl chloride
4.6
ug11
05/08/2008
75-01-4
0,03
Surry County Closed, Mt. Airy

Table 4: Historic VOC Detections
Well ID
Parameter Name'
Result
Unit
Sample Date
CAS RN
NCGW2L2
SW-1
Vinyl chloride
5.4
ug/l
10/28/2008
75-01-4
0.03
SW-2
Vinyl chloride
2.7
ugll
05/08/2003
75-01-4
0.03
SW-3
Vinyl chloride
2.7
ug11
05/08/2008
75-01.4
0.03
MW-3RS
Xylene
0.78
ugA
5/25/2010
1330-20-7
500
MW-9
Xylene
0.31
ugA
05/11/2007
1330-20-7
500
MW-9
Xylene
2.2
ugA
5/24/2010
1330-20-7
500
NOTE:
Table only contains detected constituents,
7 NCGW2L = North Carolina Ground Water 2L Standard
Surry County Closed, Mt. Airy

1:Ia9a0103►:l:1

N. G Depsrrment of Human Resources
Division of Heaith Services
' WELL COMPLETION RECORD I
e 117 �■2 t' il�tz !
COMPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORMTO THE N.C.
DEPARTMENT OF HUMAN RESOURCES. SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
F. a. BOX 2091, RALEIGH, N.C. 27602
NAME OF SITF- PERMIT NO--
sa fete-(
ADDRESS: 7�1 OWNER [prira):
=i t n. �- YP 0car Iz. le't
DRILLING CONTRACTO& j REGISTRATION NO-: +
Nz /J-7 /''/V J, 12 CC -4G-]?- fr�-
Casing Type:
_ V ` _ _ _ _. - dia.
-2L in.
Depth:
1-ft
from 42 to ft. - dia-2-4-
in.
Casing Depth:
from to sZ fr. - dia.
-1._ in.
Bentonite Seal:
from Z 9 to 3 D ft. dia-
' ' in.
Screen Type:
dia.
J._ in.
Sand/Gravel PK-
from to �— ft. - dia.
Ste_ in.
Screen Depth:
from - to (t - dia.
'I "! in.
Total Well Depth-
from to -g-p— ft. - dia.
in.
Static Water Lcvel:
1
3 feet from top of casing
Date Measured T IT
1—
t
Yield (gpm): Method of Testing. a-4-1 Casing is feet above land surface
DRILLING
DEPTH
REMARKS:
AXON DF-1
j GL
LQCATION SKETCH
(show distance to numbered roads, or ocher map reference points)
DATE--
SIGNATURE
Sn4d 6L Ftaw&x Wnhe!fS 34216+15mirCC
ru �rr

' WELL COMPLETION RECORD.
/'ir 7 41 Z
4PLETE ALL INFQRMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TOTHEN.C.
4RTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
Box 2091. RALEIGH. N.C. 27602
AE OF SITE.
3RESS:
LUNG CONTRACTOR.
ig Type: y e-- diL �- in.
Ig Depth: from Q� to � ft - dim. �1y,in.
n Type: w _ dia. in.
:n Depth: from Ld to _r1(Z ft. - dia. in.
c Water Level: r� fed from top of casing
i (gpm}: -� Method of Testing:
MARKS:
PERMIT NO.:
Lr 7
pWNErA {grins]: -C
' C. �)- ]O� %
REGLSTAATION NO.:
Grog Depth- from -L T to z�f ft. - dia.1 in,
Benconite Seal: from to ft. - dia. in.
Send/Gravel PK: from to ft. - dia. in.
Total well Depth: from 0 to _ -� ry ft- - dia. -it-Lin.
Date Measured
Casing is — I ' — fees above land surface
LOCATION SKETCH
(show distance to numbered roads, or other map reference points)
SIGNATURE��,���
d & " - - - - Wrr I.Svrfrerw E.nsh • � •lj7z r-" �G'q �•.[ �- t�C� %/7 j r

Division of Health Services
I WELL COMPLE 70N RECORD .�
14r.z r ('14 u 17
.?MPLETE ALL INFORMATION ItEQUESTET] BELOW FOR EACH WELL 1NSTALLEO, AND RETURN FORM TO THE N.C.
-)EPARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
P. O, BOX 2091, RALEIGH, N.C. 27602
NAME OF SITE: PERMIT NO.:
ADDRESS: OWNER (print):
Sc -U u) C �O I -7 Scr r2 rz �r n/ 7Y
DRILLING CONTRACTOFL ' , REGLMATION NO
using Typc: G dia. in. Grout Depth: from —f-- to j42 m
..acing Depth: from [o fr. - dia. In. 6enronke Seal: from 4ela to LL2 ft. - dia. frr�� . in.
Screen Type: d C- `� dia. Z In. Sand/Gravel PK. from %
roCa fr. -dia. -/�Lin.
7cteen Depth: from ; (} to Z:1 Fz -dia. _ in. Total Well ❑eprh; from to �6 3 ft. " dia. 4--LL in.
Static Water Level- e3 I feet from EDP offcasing Date Measured
Yield (gpm): _ _ 1— Method of Tcsring: _ _ - A / Casing 32 - -1-' - feet above Land surface
DRILLING LOG
DEP`ii-i
FROM TO FORMATION DESCRIPTION
p d
REMARKS:
LOCATION SKETCH
(show di, --cc En numbered roads, or other map reference points)
]ATE: _ — rt'~ �__ SIGNATURE:6"�y`�
sau s liw dw nr+, I.t.e.F,eaer 2a..ch

North Carolina - Department of Environment, Health, and Natu-al Resources
Division of Environmental Managemem - Groundwater Section
P.O. Box 29535 - Ftaieigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR:
GA; Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Let Long, RO
dinar Bawl
Basin Code,
Header Ent GW-t Ent
STATE WELL. CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Stlow Sketch of the location below)
Nearest Town: Mt' Airy+ County: Surry
5R 2015
(Road, Community, or Subdivision and Lot No.)
DEPTH
2.
OWNER Surry County Attn: Jervy Snow, ,
From Tc
ADDRESS PO Box 706 - -
0 - 13
(Street or Route No.)
Dobson NC 27017
City or Town Stale Zip Code
13 — 16
3.
DATE DRILLED 9-Z7-94 USE OF WELL Monitoring
4.
TOTAL DEPTH 103'
S.
CUTTINGS COLLECTED YES F-1 ND x7
16 - 30-7
6.
DOES WELL REPLACE EXISTING WELL? YES 0 NOn
7.
STATIC WATER LEVEL Below Top or Casing-- *70- 5 FT.
(use ',' it Above Top of Casing)
30.7 - 102
8.
TOP OF CASING IS 2.5 FT. Above Land Surface'
' Casing Terminated abler below land surface Is Illegal unless a variance is Issued
In
accordance with 15A NCAC 2C xi 18
9.
YIELD (gpm): N/A METHOD OF TEST
10.
WATER ZONES (depth): 85 to 102 ft
it. CHLORINATION: Type NSA Amount
12. CASING:
Wall Th ckness
t2-5 Dep"b, Diameter or Weigh VFt
From To Ft. 2" S'+ �O -
From To Ft.
From -To Ft.
13. GROUT:
DRILLING LOG
Formation Description
Red clav
Extremely weathered
schist R
Slightly weathered
schist
Schist
ff additional spare is needed use hack of corm
LOCATION SKETCH
►tatetial (Shaw direction and distance from at least two State
vc Roads, or other map reference points)
SR 2015
Depth Material Method
From U To $0 Ft. neat cement grout ti
From _F� 0 To 82.6 Ft bentonite Pellets _ 1
14. SCREEN:
Depth Diameter
From SA To ini Ft 2 in
From To Ft in.
From To Ft. in.
15. SAND/GRAVEL PACK
Depth Size
From 82-6 To 102 Ft.
Slot Size Material
-010 in. PVC
in.
in.
Material
silica
From To Ft. N (--"
1$. REMARKS:. Monitoring Well 3R Water first encountered at 85 to 95 ft
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
BiGNATUROF CONTRACTOR OR AGENT
r.i 1 N rime— of Ketiirnn nq vial r�anw wmrnl aM n m.

MONITORING WELL
CONSTRUCTION LOG
PROJECT: _Mt. Airy Water Quali Assessment
LOCATION: Mt. Airv, NC
us
ENGINEERING. INC
MONITORING WELL ID: MW-3RS
CONSTRUCTION DATE 5/17/2001
STAND PIPE CONSTRUCTION
GEOLOGIC UNITS MEASURING POINT ELEVATION 1020.57 ft AMSL
PAD DIMENSIONS f x 3 feet
GROUND SURFACE ELEVATION Idt$.24 ft AMSL
BOREHOLE DIAMETER 9 inches to 14 feet below grade
4 inches from 14 feet to bottom
ANNULAR SPACE SEAL
TYPE OF SEAL Roanoke Portland Cemen
Trernie arouted
RISER TYPE PVC
RISER DIAMETER !Ind
TOP OF FILTER PACK SEAL
ELEVATION 258 7 ft AMSL
DEPTH 32 feet
FILTER PACK SEAL TYPE Shur Plug 18 inch chips
TOP OF FILTER PACT{
ELEVATION 985.57 ft AMSL
DEPTH 35feet
FILTER PACK TYPE #3 graded well sand
FILTER PACK SOURCE DSI
TOP OF SCREEN
ELEVATION 983.57 ft AMSL
DEPTH 7t e
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE 0.010 inch
BOTTOM OF SCREEN
ELI=NATION 9�C8�57 ft AMSL _
DEPTH 52 feet
r-BOTTOM OF BOREHOLE
ELEVATION Na
57 ft AMSL
DEPTH 52 et_

Nosh Carolina - Cepanment of Envlrorimani. Heaft. and Natural Resources
Division of Errvironmentat Management - Groundwater Section
P.Q. Sox 29535 - Raleigh, N.C. 27626-0535
Phone t919) 733.3221
WELL CONSTRUCTION RECORD
DRILLING COW!"PACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO-
Lat LoN. no
Minot Basin
Basin code
Header Ent. Gw-1 fit.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1- WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy _ _ County: Sorry
SR 2015
{Road, Cammunity. or Subdivision and Lot No-) DEPTH DRILLING LOG
2 OWNER Surg County From To Formadon Description
ADDRESS PO Box 706 0 - 5 sandy silt with
{Slreet or Saute No.j trace clay
Dobson NC 27017
City or Town State Lo Cade
3. DATE DRILLED 8-30-94 1JSE QF WELL Monitoring 5 - 56.�4 Gray garnet mica
4. TOTAL DEPTH 56.4 schist wit I quartz
5. CUTTINGS COLLECTED YES j7__j NOD veins
6. DOES WELL REPLACE EXISTING WELL? YES C NOC
7. STATIC WATER LEVEL Below Top of Casing: 35 FT.
(Use'_' if Above Top 01 Casing)
8. TOP OF CASING IS 2 FT. Above Land Surface`
'Casing Terminated atlor below and surface is lilegat unless a variance Is Issued
in accordance with 1$A NCAC ZC ,0110
9. YIELD (gpm):—METHOD OF TEST
10. WATER ZONES (depth): 46 to 56-4 ft
11. CHLORINATION: Typ.- Amount if additional Space is needed use back of form
12. CASING:
Depth Diarreter
From t2 To 40.4 Ft 2
From To Ft.
From —To Ft.
13. GROUT:
Wall Tluekness LOCATION SKETCH
OF WeighvFi. Material (Show direction and distance from at least two State
Son 40 PVC
Roads, or other map reterence paints)
Depth Material Method
From 0 To 38 Ft� Cement Grout
From _ 38 To 39 Ft. Bentonite Pellet
14. SCREEN:
5R 2015
1
Depth Diameter Slat Size Material
From 40-4 To 55-4 Ft 2 in, •010 in. PVC
From To Ft. in, in.
From To Ft_ in. in.
15. SANDIGRAVEL PACTS:
Depth Size Material
From 39 To 56.4 Ft. 2 Sand
From To Ft. N �-
16, REMARKS: monitoring Well 4 Water first encountered at 46 ft
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDE❑ TO THE WELL OWNER-
%T
S[GNATUR F CONTRACTOR OR AGENT r DATE
­ W- t R7=v clgl - l,,hmlr Ina! to Div lslon of EIIVIrOr. mF:ntal Man ace ment and copy to we14 uwne*

North Carolina . Department of Environment. Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.D. Box 29535 - Raleigh, N.C_ 27626.0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: CAI Consultants
FOR OFFICE USE ONLY
QUAD. NO, SERIAL NO-
LAL tong. RO
Minor Basin
Lulin Cade
Pleader Ent. G%I EnL
STATE WELL CDNSTRUCT1dN
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: iv�A
1. WELL LOCATION: (Show stretch of the location below)
Nearest Town: Mount_ Airy county: Surry
SR 2015
(Road. Community, ar Suwivision and Lot No-y DEPTH DRiLL1NG LOG
2 OWNER Surry County From To Formation Description
ADDRES PO Box 70 -- 0 - 5 Red clay
%Street or Route No.)
Dobson NC 27017
City or Town State Zia Code — lfa 3aridy silt
3. DATE DRILLED 8-27-94 USE OF WELL Monitoring 16 - 64. 7 Gra arnet mica
4-
4, TOTAL DEPTH 67 Y 9
5, CUTTINGS COLLECTED YES ❑ NOFX-1 schist with granite
6. DOES WELL REPLACE EXISTING WELL? YES =, NO[x]x' intrusions
7. STATIC WATER LEVEL Below Top of Casing: 39.5 FT.
(Use ': O Above Tap at Cgsinq)
8. TOP OF CASING IS 2 FT. Above Land Surface'
• Casing Torminmod at/or below land surface is illegal unless a vartanra Is lssuad
in accordance with 1$A NCAC 2C ,0118
9. YIELD (gpm): iIMETHOD OF TEST
10. WATER ZONES (depth). 51 to 64.7 ft
. I. CHLORINATION: Type Amount If additional space is needed use bark of form
12. CASING:
Wall Thickness LOCATION SKETCH
Depth Diarreter or Weight,ft- Material (Show direction and distance from at least two State
From +2 — To 48 Ft. 2 SCh 40 PVC Roans, or other map reference points)
From To Ft.
From —To Ft. SR 2015
13, GROUT:
Depth Matenal Method 4
From 0 To 45 Ft. Cement Grout
From 45 To 46 Ft- Bentonite Pellet '
14- SCREEN!
Depth Diameter Slot Size Matenat
From 48 To 63 Ft 2 in. •010 in. PVC t •'
From T❑ Ft. in. in_
From —To Ft, in, in,
15- SAND/GRAVEL PACK:
Depth Size Material
From 46 To 64.7 Ft. 2 Sand
From Tv Ft. N
16, REMARKS: Monitoring Well 5 stater first encountered at 51 fr
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRuCTED TN ACCORDANCE WITH 1SA NCAC 2C, WELL
CONSTRUCTION STANCARDS, AND THAT A COPY OF THIS RECORD HAS SEEN PRCV1OFD TO THE WELL OWNER
SIGN +T E Of: CONTRACTOR CR AGENT r 0.
L:Vr'•1 REV 991 SuL ❑t,o'nat to Civisic n of Et ivirormentaI ManaaePriem anal coov To weii uwne•

North Carolina • Deparlment of Environment, Health. and Nalural Resources FQA OFFICE USE ONLY
Division of Environmental Management - Groundwater Section
P•O. Box 29535 - Ra]eigh, N.C. 27626-0535 QUAD- No. SEMAL 1`40.
Phone [phone] Lao Long, RQ
Minor aRm
WELL CONSTRUCTION RECORD Bas,CO&
DRILLING CONTRACTOR: GAI Consultants Header En Gw-I Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: `�6 PERMIT NUMBER: NSA
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road, Community, or Suedmsion and Lot No-i
2, OWNER Surry County
ADDRESS Pt) Box 706
%Sireei ar Route NO.;
Dobson NC 27017
City or Town State Zip Code
3. DATE DRILLEn 9-7-94 USE OF WELL Monitoring
4. TOTAL DEPTH 32 - I
S. CUTTINGS CCLLECTED YES[ N 0 FX_I
l
S. DOES WELL REPLACE EXISTING WELL? YES NODxx
7. STATIC WATER LEVEL Below Top of Casirq 2 5 FT,
(Use ': if Above Top of Casing)
8. TOP OF CASING IS 2 FT. Above Land Surface -
"Casing Terminated attar below land surface is illegal unless a variance is issued
In accordance with 15A NCAC 2C -Cilia
9. YIELD (gpm):_METHOD OF TE T
10. WATER ZONES Idepth ): 20-55 to 3 t
1. CHLORINATION: Type
12. CASING.
DEPTH
From To
o - 15-5
15.5 — 30-7
DRILLING LOG
FormaPon oescnppon
Brown to tan sandy
silt with trace clay
Gray garnet mica
schist with granite
intrusions .5-1'
thick
AmCunt it additional space is needed use back ci form
Wall Thickness
Depth ❑iarreter or weight/ I. klaterral
From +2 To —4=7 Ft. 3 SCh 4� PVC
From To Ft.
From To Ft.
13. GROUT:
LOCATION SKETCH
(Shaw direction and distance from at least two State
Ficam. cr other map reierenee points)
SR 2015
Depth Material Method
From 0 To 12 Ft• Cement Grout
From 12 To 13 Ft. Bentonite Pellet ,
14. SCREEN:
Depth Diameter Slot Size Material
From 14.7 To 29.7 Ft 2 in. •010 in. PVC
From To Ft. in. in.
From —To Ft, in. in.
15. SANDIGRAVEL PACK:
Depth Size Malerial
From 13.0 To 30.7 Ft 2 Sand
From To Ft. N 4--
16. REMARKS: Monitoring Well 6
I DO HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH I5A NCAC 2C- WELL
CONSTRUCTION STANCARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER-
L6Z1
��� 1
aNATU OF ('ONT RACTOR CA AGErd7 DArE
3W•1 9,91 S;,Gmir nririin3l W 1iyIs�un of E:Ivire--nr:nt-si I.tanaoemeni 1r+p caflv » wrn .,wne-

North Carolina - Depanmern of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh. N.C. 27626.0535
Phone [phone]
WELL CONSTRU=ON RECORD
DRILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL Na.
lot Long. RD
Minw Basin
Bari Cade
Header Ent GW-1 Ext
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 445 PERMIT NUMBER:
NSA
1, WELL LOCATION: (Show sketch of the location ibelow)
Nearest Town: Mount kiry County:
Surry
SR 2015
{Road. Commurtiry, or Subdivision and Lotr4o.}
DEPTH
DRILLING LOG
2. OWNER $carry County
From To
Farrnaoon ppscTiptian
Po �X �d�
ADDRESS1
- 5
Tan sandy silt
jSlreet or Rouis No,)
Dobson NC 27017
5 - 10
Brown clayey silt wl
CityvrTbwn stale Zia cads
3. DATE DRILLED B-23-94 USE OF WELL Monitoring
rock fragments
4. TOTAL DEPTH 241
5. CUTTINGS COLLECTED YES ❑ NO7x1
_ In - 15
grange_ clavey sand
6. DOES WELL REPLACE EXISTING WELL? YES CI NOF7x
medium to Coarse
7. STATIC WATER LEVEL Below Top of Casing: 121.75 FT.
(Lisa '-' if Above Top of Casing)
1-8
15 — 18.5
Brown sandy Silt
3. TpP OF CASING IS Fr. Above Land Surface'
'Casing Terminated aver below lend surfeea to Itlags! uniess a variance(* issued
18.5 - 24
Gray schist
In accordance with 15A NCAc 7c v is
9. YIELD fgpmy:— METHOD OF TEST
10. WATER ZONES tdepthj: 10.95 to 24 ft -
1. CHLORINATION: Type Amount
It additional space is needed use pack ct lorm
12. CASING
Wall Thickness
Depth
Diameter or 1M1laigh, Ft Material
From +l _ 6
To s
Ft,
2" Sch 4fl PVC
From
To
Ft,
From
To
Ft.
13, G ROUT:
Depth
Ma,erial Method
From U
To 6
Ft
Cement Grout
From 6
To 7
Ft.
Bentonite Pellet
14. SCREEN:
Depth Diameter Slot Site Materal
From 8 To 23 Ft 2 in. 01O in, PVC
From T❑ Ft, in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 7 To 24 Ft. 2 Sand
From To Ft. t4 --
1,8. REMARKS: Monitorinq Well 7
LOCATION SKETCH
lShow direction and distance from at !east two State
Roans. cr other map reference po:msl
SR 2015
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WEL.OWNER
09
SIGNATUR OF CONTRACTOR CR AG=N7 r Z,ATE
GW-1 REV 9 91 S—nn'1 oti[Nnal to one caoy to weii jwne•

North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmensal Management - Groundwater Section
P.O. Box 29535 - Raleigh, I.C. 27626-e535
Phone [phone]
WELL CONSTRUCTION RECORD
1RILLING CONTRACTOR: GAi Consultants
FOR QFRCE USE ONLY
QUAD. NO. SERIAL NO—
Lai Loy. Rd
Minor Basin
Rasm Code
Header &L GW-S Ent.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: �� PERMIT NUMBER: NSA
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road. Community. or Suodivision and Lot No.)
2. OWNER _- Surry County
ADDRESS. Sox 6 r
(Sweet or Route No.)
Dobson NC 27017
City or Town State Zia Code
3. DATE DRILLED 8-16-94 USE OF WELL Monitoring
4, TOTAL DEPTH 55.3
5. CUTTINGS COLLECTED YES ❑ NOEXI
6. DOES WELL REPLACE EXISTING WELL? YES C NOF
7. STATIC WATER LEVEL Below Top of Casing: 41.1_ FT.
tUse it Above Top of Casing)
S. TOP OF CASING IS 2.3 FT. Above Land Surface
Casing Terminated atlor below land surface is illegal unless a variance is issued
In acedrdanta with 15A NCAC iC .0118
9. YIELD (gpm):—METHOD OF TEST
10. WATER ZONES {depth}: 38.8 to 55-3 Et
' 1. C»LORiNATiON: Type Amount
2. CASING:
Wall Thickness
+2. 3 DQp.h39 di stet flSch gh6'Ft. MpatVeCal
From To Ft. �r
DEPTH DRILLING LOG
From Tip Formation ❑esmption
O - 45 Tan to brown Sandy
silt
45 - 55.3 Gray schist
11 additional saace is needed use back of form
LOCATION SKETCH
(Show direction and c'istance from at least two State
Roads. or other map reference Fo:ntsj
From To Ft.
From To Ft. SR 2015
13. GROUT:
Depth Material Method
From 0 To 3M Ft. Cement Grout 1
From 35 To 37 Ft, Hentonite Pellet
14. SCREEN: Call -
From
Depth Size Material
From 37 To 55.3 Ft. 2 Sand
From To Ft. N
16. REMARKS: Monitoring Well 8
1 OO HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE- WITH 55A NCAC 2C, WELL
CONSTRUCTION STANCARDS, ANO THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER-
SIGNATUR% CF CONTRACTCR CA AGENT 17; iE
GW-1 REV 991 S_LMIT"+C nal a :ioskon of E: vWp"rentso'.Ianagen'fr, wFa• "Rrp,

North Carolina - Deaartment of Environment. Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P,0. go 29 53 5 - Raleigh• N.C. 27926-0535
Phone [phone]
WELL CONSTRUCTION RECORD
'BILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
lat Lang. RO
Mir" Basin
Bashi Cade
Headier Ent. r2w 1 Erx
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER_ NSA
1 . WELL LOCATION: (Show sketch of the location below)
Nearest Town: _ Mount Aim County: Sorry
SR 2015
(Road. Community, or Subdivision and Lol No.) DEPTH
2. OWNER Surz-y County From TO
ADDRESS PO Box 706 0 - 43.8
iSlreet or Rouse No,)
Dobson NC 27017
City or Town State Zip Code
3. DATE DRILLED 8-22-94 USE OF WELL Monitoring
4. TOTAL DEPTH 43.8
5. CUTTINGS COLLECTED YES F-1 NOFTI
6. DOES WELL REPLACE EXISTING WELL? YES (`I iJp❑x
7. STATIC WATER LEVEL Below Top of Casing: 35.1 FT•
(Use': it Above Top of Casing)
8. TOP OF CASING IS 2'3 FT. Above Land Surface'
Casing Terminated avor below land Surface is illegal unless a variance is issued
In accordance with 15A NCAC ZC .0118
9. YIELD (9pm): METI-IOD OF TEST
10. WATER ZONES [depth
DRILLING LOG
Formaum Description
_Brown to tan sandy
silt
'I. CHLORINATION: Type
Amount
If aad.nonai space is needed ease back of form
CASING:
Wan_D*Ckness
LOCATION SKETCH
} S
Depth L8. B Diameter
Wei Of Weight-Fl. Maatteerriial
{Shaw air ection and distance from at Ieast wore Slate
.
From
To FL
Roacs, ar other map reference points}
From
To Ft.
From
To Ft.
SR 2015
13. GROUT:
Depth Material Method {
From 0 To 25.5 Ft, Cement Grout
From 25.5 To 26 - 5 Ft. Bentonite pellet
14. SCREEN:
Depth Diameter Slot Size Material MW 9
From 28. 8 To 43 . $ Ft 2 in. • 010 n PVC
From To Ft. in. in.
From To Ft. in. in.
IS. SANDiGRAVEL PACK:
Depth Size Material
From 26.5 TD 43.6 Ft. 2 Sand
From To Ft. N 4-
16. REMARKS: Monitoring Well 9
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANCARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL =NEB.
A ", If
t %v
SIGNATURE r-ONTF.ACTOR GR AG!;VT ❑A
Gw s REV 991 _ •uuri �ly'i.5w of t r.•:ua^r^sn"1 n87emrnlanor-.a: per tuner

North Caratina - Dapartment of Environment. Health. and Natural Resources
Division of Environmental Management - Groundwater Section
P.Q7 Box 29535 - Raieigh. N.C. 27626-0535
Phone J9191 733-3221
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAT Consuitants
FOR OFFICE USE ONLY
❑11AD. NO. SERIAL NO,
LaL Lang. RO
mirwrsaw
Easin Cade
Fkader Ent. GW-t Ent.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 445 PERMIT NUMBER: NSA
1, WELL LOCATION: (Show sketch of the location below)
Nearest Town- Mount Airy_ _ CountY7
Surry
SR 2015
(Road, Community, or Subdivision and Lot No,)
DEPTH DRILLING LOG
2. OWNER Surry County
From To Foemation Description
ADDRESS PO Box 706
0 — 17.5 Red to brown sandy
tSlreet or Route No-)
silt With trace clay
Dobson NC 27017
City or Town State Zlo Cade
3. DATE DRILLED 8-15-94 USE OF WELL Monitoring
17.5 - 41 Gray garnet mica
4. TOTAL DEPTH 411
_ schist
5- CUTTINGS COLLECTED YES NO
6. DOES WELL REPLACE EXISTING WELL? YES C NOI�x
7. STATIC WATER LEVEL Below Top of Casing: 24.92 FT.
[Use' if Above Top of Casing}
8. TOP OF CASING 1S 1.5 FT- Above Lana Surface'
'Casing Terminated avor below land surface is itiagal unless a variance is issuad
in accomance with 15A NCAC ZC .0118
9. YIELD (gam) METHOD OF 'EST
10. WATER ZONES Idepth): 36 to 41 ft
11. CHLORINATION: Type Amount
If additional space is needed use back ctform
.2. CASING:
WaflTNcicness
LOCATION SKETCH
Depth Diameter or WerghvFt. mamnal
(Show direction and distance from at least two State
From+1 .5 To 25 Ft, 2" SCYt 40 PVC
Roaas, cr other map reference pc:nts)
From To Ft.
From -To Ft-
SR 2015
13. GROUT:
Depth Matertal Metnoo
{ MW 11
From 0 TO 22 Ft. Cement Grout
From 22 To 23 Ft. Bentonite Pellet
'
14. SCREEN:
❑epitt Diameter Slot Size Material
From 25 To 40 Ft 2 in. •010 in. PVC
From To Ft. in. in.
From To Ft. in. in,
15, SAND/GRAVEL PACK.
Depth Size Material
From 23 To 41 Ft, 2 Sand
From To Ft.
N
16. REMARKS: Monitoring Well 11 Water first encountered at 36 ft
i 0O HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH ISA NCAC 2C. WELL
CONSTRUCTION STANCARDS. AN THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL ❑'NNER
SiGNATL ^ F CONTRACTOR CA AGEVT !a"E
GW-t REV 59t 5_ e 3i :o � wswr sr C•:vro- -rn�ar � •a,dQer'•�.... : r _c: .vie-

MONITORING WELL
CONSTRUCTION LOG
PRDJECT: Mt At Water Quah Assessment
LOCATION: ML Airy,_ NC
GEOLOGIC UNITS
ENGINEERING, INC
MONITORING W ELL ID: MW-12S
CONSTRUCTION DATE: 5/31/2001
STAND PIPE CONSTRUCTION
MEASURING POINT ELEVATION 1025.80 ft AMSL
PAD DIMENSIONS met x� feet
GROUND SURFACE ELEVATION - 23.25 ft AMSL
BOREHOLE DIAMETER 9 inches tq 5'eet tieiaw ; ra7 de
4 itches tram 5 feet to bottom
ANNULAR SPACE SEAL
TYPE OF SEAL Roanoke Portlanement
RISER TYPE PVC
RISER DIAMETER 2 inches
TOP OF FILTER PACK SEAL
ELEVATION -1017-25 U AMSL,
DEPTH ee
FILTER PACK SEAL TYPE hur Plu 31 in h chi
TOP OF FILTER PACK
ELEVATION 1014.05 Tt AM L
DEPTH 9,2 eel"
FILTER PACK TYPE Qraded well, wind
FILTER PACK SOURCE �Sl ~'
TOP OF SCREEN
ELEVATION 1012.25 It AM SL_
DEPTH 11 filet
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE -9,010inch
BOTTOM OF SCREEN
ELEVATION 9j�,?5 ft AMSL,
(DEPTH 51 eat
BOTTOM OF BOREHOLE
ELEVATION 972.2§ ft AMSL
DEPTH 51199k _

MONITORING WELL
CONSTRUCTION LOG
PROJECT: Mt. Airy Water Quality Assessment
LOCATION: Mt. Airy, NC
WSW ■ '!■r
ENGINEERING, INC
MONITORING WELL ID: MW-120
CONSTRUCTION DATE: 5/30/2001
STAND PIPE CONSTRUCTION
MEASURING POINT ELEVATION 1027.0� ft AMSL
GEOLOGIC UNITS
PAD DIMENSIONS 3 fggt x 3 fee
GROUND SURFACE ELEVATION 1023.75 ft AMSL
BOREHOLE DIAMETER 9 inches to 5 feet below grade
4 inches from 5 feet Io bottom
ANNULAR SPACE SEAL
TYPE OF SEAL R❑ Hake Portland Cement
rernie arogLed
RISER TYPE PVC
RISER DIAMETER 2 inches
j TOP OF FILTER PACK SEAL
J ELEVATION 939.75 It AMSL
DEPTH 84 feet
1 FILTER PACK SEAL TYPE Shur PIuQ 3/8 inch chips
TOP OF FILTER PACK
ELEVATION 936.65 Ff AMSL
111►►►"' DEPTH 87.10 feet
FILTER PACE{ TYPE 93cjradGCi well -sand
FILTER PACK SOURCE D5l
TOP OF SCREEN
ELEVATION 933.75 f7 AMSL
DEPTH 90 feet
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE 0.010 inch
BOTTOM OF SCREEN
ELEVATION 923.75 a AMSL
DEPTH too feet-
---Ste-BOTTOM OF BOREHOLE
ELEVATION 923.75 ft AMSL
DEPTH 100 Feet

LOG OF BORING: MW-13
Surry County Closed, Mt. Airy Project No. G06061.0
Drilling contractor: Derry's Well Drilling Date started: 5,30=06 Surface elevation: 1005,75 ft (MSL)
Drill rig & method-, 7.75" 0D HSA Date ended: 5/30/2006 Top of pipe elevation: 1008.48 ft (MSL)
Logged by: J. Pfohl Completion depth: 44.00 ft Depth to water (TCB): 32,00 ft
Stickup height: 2.73 ft Depth to water (24hrs): 24.17 ft
—
n
W
Well Diagram
C
ECL
E
Description of Material & Remarks
EL
7.
0 0)
[G
(a
V
a
Saprolite - Silty Sand
5
1 {}
U
U
7
0
V
LV
N
[Y
d
20ern
O
d
�
a
25
a
�
a
c�
a
�
N
N
as
to
Water observed while drilling,
0
35
4a
�
m
m
m
Auger Refusal - Top of Competent Rock 961.75 ft. amsL
d5
Boring terminated at 44.0 feet
Municipal Engineering Services Company, P.A.
Operation/Gonstruction Managers Givil/Sandary Engineers Environmental Studies Page 1 of 1
PO Box 97. Garner, NWh Carod'na 27529(919) 772.5393PO Box 349, Bane, North r.BrOFnB 2A507{828J 2G2-1967

LOG OF BORING: MW-1 4
Surry County Closed, Mt. Airy
Project No. G06061.0
Drilling contractor: Derry's Well Drilling
Date started:
5/30/2006
Surface elevation: 1016.11 ft (MSL)
Drill rig & method: 7.75" OD HSA16' OD DTH
Date ended:
5/30/2006
Tap of pipe elevation: 1018.80 ft (MSL)
Logged by: J. Pfohl
Completion depth:
48.00 ft
Depth to water (TOB): 38.00 tt
Stickup height:
2.69 h
Depth to water (24hrs): 38.50 ft
a
o
a
cat]
nd
E
00
m
E
`n
Description of Material & Remarks
Well Diagram
10
15
20
25
30
35
40
45
50
Saprolite - Silty Sand
-----------------------------------------------------
Auger Refusal - Top of Corn petent Rock 1012.11 ft amsl
Schist, tan interlayered with saproiite. highly fractured.
---- -------------- ------------------
Gneiss- gray moderatley hard
-----------------------------------------------------
Schist - brown, fractured
----------------------------------------------------
Gneiss
Schist - brown, dry
-----------------------------------------------------
Gneiss
--- -----------------------------------------------
Groundwater observed - solvent odor
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Gneiss
C
o
m�z
c�
w
0
L
u
�
a
ry
Vx
-
V
>
a
�O
m
N
V
�
a
4
a
d
N
a
0
d
N
—
Boring terminated at 48.0 feet
Municipal Engineering Services Company, P.A.
OperaliOn,'Canstruction Managers aviUSanitary Engineers Environmental Studies page 1 of 1
PO Box 97 Gamer, North Carobna 27529(918) 772-5393PO Box 349, Boma, North Carobna 28607(828) 262-1787

LOG OF BORING: MW-15
5urry County Closed, Mt. Airy Project No. G06061.0
Drilling contractor: Derry's Well Grilling Date started: 612212006 Surface elevation: 1073.23 ft {MSL}
Drill rig & method: 7.75" OD HSA14" O❑ DTH Date ended: 612212006 Top of pipe elevation: 1075.96 fit {MSL}
Logged by: J. Pfohl Completion depth: 57.00 ft Depth to water JOB : 49,50 ft
Stickup height: 2.73 ft Depth to water {24hrs}: 49,74 ft
a a
m
Well
Diagram
L
t E
E
Description of Material & Remarks
N Ln
Cd
to
Saprolite - Silty Sand
N
a
N
5
10
PW R - Hard Drilling
a
c�
W
-
20
E
U
cs
C
v
25
h
- - - -------------------------------------------------
Auger Refusal - Top of Competent Rock 1045.23 ft amsl - Schist
30
35
40
m
0
c
m
45
m
N
m
a
7
a
0
L7
50
_________________________ _______________
Highly weathered rock
N
N
Returned to competent rock
P
G
Boring terminated at 57.0 feet
60
Municipal Engineering Services Company, P.A.
Operation/Construction Managers CiviNSanitary Engineers Environmental Studies Page 1 of 1
PO 809 B7 Garner, North caroka 27529 j919) 772.5393PO Box 349, 800ne, Noah Carokna 28607 [phone]

LOG OF BORING: MW-16
Burry County Closed. Mt. Airy Project No. G06061.0
❑rflling contractor: Derry's Well Drilling Date started: 6/21/2006 Surface elevation: 996.67 ft (MSL)
Drill rig & method: 7.75" CD HSK4" DD DTH Date ended: 6121 /2006 Top of pipe elevation: 999.54 ft (MSL)
Logged by: J. Pfohl Completion depth: 36.28 ft Depth to water (TGB):
Stickup height: 2.87 ft Depth to water (24hrs): 26.94 ft
Well Diagram
a
4 Q
E
m
E
Description of Material & Remarks
m
a
a uy
ti
x
Saprobte - Silty Sand
5
o g
10
Auaer Refusal - Top of Competent Rock 987.67 ft amsI
L>
Gneiss/Schist
Y
N
1s
20
m
25
= a
a p
a
'a
30
n
N
O
0
0
9
35
4
-
Boring terminated at 36.3 feet
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers CiviVSanitary Engineers Environmental Studies Page 1 of 1
PO Sax 97, Gamer, North Carofna 27529(919) 772-5393PO Box 349, Some, North Caroina 28607(828) W-1767

LOG OF BORING: MW-17
Surry County, Mt. Airy Closed Project No. G07063.0
Drilling contractor: Derry's Well Drilling Date started: 6/1/2007 Surface elevation: 962.26 ft (MSL)
Drill rig & method: 5.5" DTH Date ended: 6/1/2007 Top of pipe elevation: 965.43 ft (MSL)
Logged by: J. Pfohl Completion depth: 15.32 ft Depth to water (TOB): 9.48 ft
Stickup height: 3.17 ft Depth to water (24hrs): 8.83 ft
v
a
Well Diagram
_
�CL
E
E
Description of Material & Remarks
i-:
Q
a
•3 +.
V] N
M
U)
$
u
5
Gniess: grey, competent
a
o
S
m N
a
- s
a — H
-
10
a v
S
ul o
5
� a
n c
v
15
Boring terminated at 15.3 feet
20
2s
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers CiviUSanitary Engineers Environmental Studies Page 1 of i
PO Box 97,, Garner, NcOt? Caralna 27529 [phone]PO Sax 349, Some, Nodh C.arofna 28607(829) 2W-1767

LOG OF BORING: MW-18
Surry County, Mt. Airy Closed Project No. G07061.0
❑rifling contractor: Derry's Well Drilling Date started: 61112007 Surface elevation:
Drill rig & method: 7.75 OD HSA wl SS Date ended: 6/1/2007 Top of pipe elevation:
Logged by: J. Pfohl Completion depth: 18.15 ft Depth to water (TOB): 10.18 ft
Stickup height: Depth to water (24hrs): 9.98 ft
>✓
o
n
tin
a o
E
rn rn
m
E
cn
Description of Materiai & Remarks
Well Diagram
Silty Sand: Dark brown with red clay nodules. micaceous, moist
s5
Silty Sand/SaproIite; moderate brown, few angular schist fragments,
0
a
5x
dense relic structure, micaceous, moist
V
N
C
89110
Silty Sand/SaprDlite; dark brown, angular schist fragments, defined relic
structure, micaceous, moist
F b
5015
Silty Sand/Saprolite; same as above with more schist fragments, slightly
N C7
weathered rock, wet
a
15
L
Boring terminated at 18.1 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Ei�
PO Box 97. Garnet, North r arofna 27529 (919j 772-5393PO Box 349. Boone, North Carolina 28547(829) 262-1767

LOG OF BORING: MW-19
5urry County, Mt. Airy Closed Project No. G07063.0
Drilling contractor: Derry's Well Drilling
Drill rig & method. 7.75 HSA w/SS, 5.5
Logged by: J. Pfohl
Date started:
6/1/2007
DTH Date ended:
6/1l2007
Completion depth.
17.10 ft
Stickup height:
3.30 ft
Surface elevation: 942.97 ft (MSL)
Top of pipe elevation: 946.27 ft (MSL)
Depth to water JOB): 10.03 ft
Depth to water (24hrs): 9.57 ft
0.r
T o
Well Diagram
+- E
E
Description of Material & Remarks
6
m
Cn
Cn
W o
)
v
_U
21
Sandy Silt; dark brown, with few black root fragments, high organic
content, micaceous, moist
2
� U
n
0.
m O
5
v
HSA Refusal an Rock seam {begin DTH}
N
soya::
---------------------------------------------------
PW R; moderately weathered rock, schist, brown, micaceous, dry
i
n.
10
y =
[A
II. a
a
� o
5012
NO Recovery - PWR; moderately weathered rock, brawn, schist
� o
N L]
a
TOP OF COMPETENT ROCK = 925.89 It amsl
Boring terminated at 17.1 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers CiviVSanitary EngineersEnvironrnental Studies Page 1 of 1
PO 8cr 97,, Gamer, Nwh Carolina 27529 ( r9) 772-5393PQ Bwr 349, Boone, North Carolina 2M07(829j 262-f 767

LOG OF BORING: MW-20
5urry County, Mt. Airy Closed
Project No. G07061.0
Drilling contractor: Derry's Well Drilling
Date started: 61112007
Surface elevation:
1079.12 ft (MSL)
Drill rig & method: 5.5 DTH w/SS
Hate ended: 6/1/2007
Top of pipe elevation:
1082.19 ft (MSL)
Logged by: J. Pfohl
Completion depth: 25.64 ft
Depth to water (T013):
20.93 ft
Stickup height: 3.07 ft
Depth to water (24hrs):
19.53 tt
(,
Well Diagram
ZF
Q
a
ao
>_Z-,
m
E
Description of Material & Remarks
o
m
❑
a
co
o to
rn
cn
Q
-
1
_
Silty Sand with Clay; red -brown, moderately cohesive, moist
8419
Silty Sand/Saprolite; dense angular rock fragments, few black silt
partings, micaceous, dry
5
a
0
e
HSA Refusal - TOP OF COMPETENT ROCK = 1072,12 ft amsl
r
o N
O [V
Gneiss grey competent, no evident fractures
C
m
10
m
L
a
groundwater encountered
N
Q
N d
n U
a
20
_
$
N
25
Boring terminated at 25.6 feet
30
35
4❑
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers CiviVSanitary Engineers Environmental Studies Page 1 of 1
PO Sox 97,, Gamer, NW Camino 27529 [phone]PO Box 349. Boone, Narth Lamina 28607(629} 262.1767

LOG OF BORING: MW-21
Surry County, Mt. Airy Closed Project No. G07063.0
Drilling contractor: Derry's Well Drilling Date started:
6/1/2007
Surface elevation:
962.22 ft (MSL)
Drill rig & method: 7.5 OD HSA w/SS, 5.5 DTH Date ended:
6/1/2007
Top of pipe elevation:
965.36 ft (MSL)
Logged by: J. Pfohl Completion depth:
15.41 ft
Depth to water (TOS):
6.23 ft
Stickup height:
3.14 ft
Depth to water (24hrs):
6.10 ft
❑
ro
Well Diagram
r E
E
Description of Material & Remarks
a
m
❑
a
rJJ
= a
0 Co
W
N
a
s
14
52
_
Silty Sand; dark brown, micaceous, high organic content, few angular
schist fragments, moist
6 �
m 0.
5
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
HSA Refusal on rack seam
o �
m
----------------------------------------------------
a
s5
Sandy Silt/Saprolite: relict structure, wet, almost PWR
N
d a
TOP OF COMPETENT ROCK = 952.22 ft amsl
Vol
a
- o
large fracture - water encountered
15
Boring terminated at 15.4 feet
20
25
36
35
46
45
Municipal Engineering Services Company, P.A.
operation/Construction Managers CiviUSanitary Engineers Environmenial Studies Page 1 of 1
PO Sex 97,, Gamer, NWh Carolina 27529 {919) 772-5393PO Box 349. Boone, North Cara6na 2SE07(628) 262.7 767

LOG OF BORING: MW-22
5urry County, Mt. Airy Closed Project No. G07063.0
Drilling contractor: Derry's Well Drilling Rate started: 6/1/2007 Surface elevation: 950.23 ft {MSL}
Drill rig & method: 5.5 ❑D DTH Date ended: 6/1/2007 Top of pipe elevation: 953.40 It {MSL}
Lagged by: J. Pfohl Completion depth: 16.04 ft Depth to water { OBY 4.63 ft
Stickup height: 3.17 ft Depth to water (24hrs): 4.60 ft
Well Diagram
V
_
a
¢
E
m
£
Description of Material & Remarks
o
rn
cn
Q
s
2
Sandy Silt; dark brown, few black root fragments, high organic content,
micaceous, moist
4
nA
Sandy Silt/Saprolite; moderately brown, dense, several angular rock
N
m
s
fragments, moist, heavily weathered rock
m
h
a
83
Sandy Silt; same as above, wet
m
10
� v
N �
N >
#e 7
a
5013
-------------------------------------------------
TAP OF COMPETENT RQCI(= 936.23 ft amsl; moderately weathered
v
y
15
gneiss, wet
Boring terminated at 16.0 feet
70
75
30
35
40
45
Municipal Engineering Services Company, P.A.
Operaiion!Construction Managers CiviVSanitary EngineersEnvironmental Studies Page i of 1
PO Box 97,, Gamer, NWh Caraina 27529 [phone]PO Box 349, Boone, North Caroina 28607(828) 2f9•1787

LOG OF BORING: MW-23
Surry County, Mt. Airy Closed Project No. G07063.0
Drilling contractor: Derry's Well Drilling Date started: 6I112007 Surface elevation: 952.09 ft (MSL)
Drill rig & method: 7.75 OD HSA w/SS Date ended: 6/1/2007 Top of pipe elevation: 955.31 ft (MSL)
Logged by: J. Pfohl Completion depth: 17.10 ft Depth to water {TOB}: 8.19 ft
Stickup height: 3.22 ft Depth to water [24hrs): 8.16 ft
a
ECL
c°n N
m
E
Description of Material & Remarks
Well Diagram
Ea
a
F 1.
2D--
Sandy Silt with clay; red -brawn, relict structure, organic debris, moist
a )
� U
U
33
Sandy Silt; dark brown, few balck organic silt nodules, micaceous, moist
a
s
a 7
m
35
Sandy Silt; same as above, wet
= a
10
-
b
41
Sandy Silt; moderate brown, few angular schist fragments, micaceous,
y a
cu U
a
wet
r
... - N
Boring terminated at 17.1 feet
20
i
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Cperatio vConstruction Managers Civil/Sankary Engineers Environmental Studies Page t of 1
PO Box 97, Gamer, Month Camina 27529 (919) M2.5933PO Bar 349. Boone, North Caroina 90607 [phone]

q� 13NONRESIDENTL4L WELL CONSTRUCTTUN RECORD W
North Cmolma Dopmtment of Environment and Natural Resources• Division of Water Quobty
WELL CONTRACTOR CEIRTIFICATION #! 2563
1. WELL CONTRACTOR:
Derry Huneycutt
Wen Contractor (Individual) Name
Derry's Wet1 Drilling
Well Contactor Company Name
STREET ADDRESS 44283-ANC 24127/73
Alhemarla NC 78002
City or Town State Zip Cade
70� d ).9a2-3070
Area codo- Phone number
2. WELL INFORMATION:
SITE WELL 1D #Cd applicable)
STATE WELL PERMrrfftif applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Bar) Monitoring p MunicipalrPublic ❑
lndustrial/Commercid ❑ Agriwlturat ❑ Recovery ❑ Injection ❑
Inigaton❑ Other D (list use]
DATE DRILLED W3OfO'
TIME COMPLETED 2:30 AM ❑ PM E)
3. WELL LOCATION:
CITY; Ararat COUNTY NC
419 Land in Road 27007
(Street Name, Numbers, Cornrnunity, SubefWsinn, Lot No., Parcel. Tip Cnde)
TOPOGRAPHIC) LAND SETTING:
E Slope ElValley ❑ Flat ❑ Rldge 0 Other
[check appropriate bond
LATITUDE May be indegrem,
minutes, seconds or
LONGITUDE SC 31 in a decimal fon=
Latitudeftsgitude source: aGPS ❑Topographic: map
l'l)cation of "I must be shown on a USGS fopo map and
attached to this form A not using GPS]
4, FACILITY- to to n . or the business wr. Ie. wen is la "ct.
FACILITY ID *(if applicable)
NAME of FACILITY Surry Co. Closed Landfitt
STREET ADDRESS 419 Landfill Road
Ararat NC 27007
City or Town State 7P Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PD Box 1542
Mount Airy NC 27030
City or Town Stale zip Code
336 � 401-076
Arm code . Thane number
& WELL DETAILS:
a TOTAL DEPTH: 35,78'
IL DOES WELL REPLACE EXISTING WELL? YES ❑ NOB
c- WATER LEVEL Below Top of Casing: 26.90 Fr.
(Use --' tt Above Top of Casing)
d. TOP OF CAS114G IS 3.0a FT. Above Land Stxface'
'Top of casing terminated Wor below land surface may require
a Variance in accordance with 15A NCAC 2C .0118.
s. YIELD (gpm): na METHOD bF TEST na
f, DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From T❑ Fran To
from Tc Fran TD
From__To From To-
S. CASING: Thickhntessf
From 0 Depth
pt20.78 FL 2�emeter WscF�i 40 Material
From To FT
From To Ft.
7. GROUT: depth Material Method
From 0 To 16.5 Ft Neal Cement Tremie
From 16' Tom_ Ft. 0v Os Pour
From 35•70 To 44 Ft. Neat Cement Tramie
8. SCREEN: Depth Diameter Slot Size Material
Fran 20.78 To 35.78 fS.2�1n. 0.10 in. PVC
From To Ft in, lot.
From To FL in. in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 19 5 To 35,78 Ft. #2 Fiuer Sand
From To Ft.
From Tc Ft.
10. DRILLING LOG
From To Formation Description
0 44 C.MF,J. fE
ti. REMARKS:
MW.13 Installed as type it MW for monitoring downgracrent of closed MSWLF
I DO HEREBY COAFY THAT WEtt WAS CONSTRLICIEO H ACCORaANCE WITH
15A NCAC 2C LL
STANDARDS, ANQ THATA COPY CF THIS
RE EE
WELL OWNS n.
MSAO----�
711=
SICON&UAE OF CE
IEO WELL CONTRACTOR DATE
130 015
y���
PRB41 IN T 1dW OF
PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form GW-ib
1517 Mail Service Center- Raleigh, NC 27699.1617 Phone No. (919)733 7G15 ext 568. Rev. 7145

14
NONRESIDENTIAL WELL CONSTRUCTION RECORD '
North Carolina Department of Environment and Natural Resources-DivWun of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (lndndduag Name
Derry's Well Drilling
Well Contractor Company Name
STREET ADDRESS 44283-ANC 24Q7R3
Albemarle NC 280D2
City or Town State zip Code
7�)- 982-3070
Area code- Phone number
2. WELL INFORMATION:
SITE WEL)_ ID #(if applicable)
STATE WELL PERMITS(tf oWii.Ual
DWQ or OTHER PERMIT #(dapplicable)
WELL USE (Check Applicable Bins) Monitoring EI Municipal/Public ❑
IndustdaltComrnercial ❑ Agdrullurai ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (Gst use)
DATE DRILLED 5130106
TIME COMPLETED 6:30 AM p PM t7
3, WELL LOCATION:
CITY: Arafat COUNTY NC
419 Land+ Road 27007
(Street ' e, Numbers, Community, Subduslon, Lot No.. Parch, Zip Codej
TOPOG PHIC 1 LAND SETTING'
❑ Slope ❑ alley 11 Flat ❑ Ridge ❑ Other
(&heck appropd ate boo
LATITUDE _ay 43.lyIS May be in degrees
minuses, seconds or
LONGITU6E j0- 3L'A- ll9.344 S in decimal fam,at
LatitT &4e nghudc sourr:e: l@ GPS LiTopographic map
(1oc 660 of wed mvat be shown on a USES fopo map and
attach6d to this form Inot usrng GPS)
4. FACILCfY1 is ria name of to business whore me wail Is too",
FACILITY AID #(rapplicable)
NAME OF FACILLTY SAY Co, Closed Landfill
STREET ADDRESS 419 Landfill Road
Ararat I NC 27D07
City or Town Stale Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27t130
City i r Town State Iip Code
33i 6 l- 401-0376
Area code - Phone number
5. WELL DETAILS:
a. TDTAI` DEPTH: 48.03,
b. DOES WELL REPLACE OUSTING WELL? YES o NO
e. WATER LEVEL 8elvw Top of Casing: 41.19 FT
(Use'+' if Above Top Df Casing)
d. TOP OF CASING IS 3.OD FT. Above Land Surface*
'Top of casing terminated atlor below Land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na
0
METHOD OF TEST na
1, DISINFECTION: Type na
Amount na
g. WATER ZONES (depth):
From 38.18 To
From
TO
Fmm To
From
To
From To
From
To
6. CASING:
Thiiickn1essl
From 0 Depth
33.03 FL
Z�
}�� "
Wstiiggi] PVClp�
From
To
Ft.
From
T4- _ T,T
FL
7. GROUT-
Depth
Material Method
Fran 0
To 29.5
Ft Neat Cement Tremie
From 29.5
Tom_ Ft. W aonk n to ct+p. PDUr
From
To
Ft
a. SCREEN:
❑eplh
Diameter Slot Size Material
From 33.03
To 48.03
Ft in. 0,10 in. PVC
From
To
FL in. in.
From
To
R.—in. in.
9. SANDIGRAVEL
PACK:
Depth
Size Material
From 32
To 48.a3
Ft. #2 Filter Sand
From.
To
Ftt.
From
TO
Ft.
10. DRILLING LOG
From To
❑ s
Formation Description
Ruch
41. REMARKS:
MW-14 Installed as type II MW for monibring downgradient of ctnsed MSWLF
l ov HEI7E6v THAT rubs E L WAs CONSTRUCiEG IN ACCORDANCE WITt4
55A NCAC IC LL CPN Ll 7ANDARD5, ANb THAT A COPY OF THS
RECORD EN P DE � E WELL OLYNER,
7ftf09
SI U 01—r-YffIF p WELL CONTRACTOR DATE
PRINTEP NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn. Information Mgt., Form GW-1b
11647 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

NONRESIDENTIAL WELL CONSTRUCTION RECORD
Noah Carolina Departmrtlt ofEnvirgaraent and Natlsral Resources- Division of Wa[er Quality
WELL CONTRACTOR CERTIFICATION # 2R3
1. WELL CONTRACTOR:
Derry H ineycurt
Well Cor tractor (Indmat:4 Name
Derry's ell Drilling
Well Ceniractgr Company Name
STREET 111"DRESS 14283-A NC 24/27/73
Albema a NC 28002
(Sty or Town State zip Code
7L 04 - )- 982-3070
Area Phone number
2, WELL INFORMATION:
SITE WELL ID A{rapplicablel
STATE ELLPERMIT#Wappleade}
pWQ orr THER PERMIT #(8 applcable)
WELL USE (Check Appgcable Box) Monitoring E7 MunicipaupubdCO
lndusrrWCgmmerczW El Agricultural C Recovery CI Injection a
Irri9atior+ i Other ❑ (list use)
DATE D�LLED fil231a5
TIME COMPLETED 8:30 AM ❑ PM
3, WELL L:ATI0N:
CITY: Cal COUNTY —NC
419 Land I I Road 27007
(Street M1ia -- Numbers, Communrly, SuoMAsion, Lot No., Parcel, Zp Code)
TOPOGRAPHIC I LAND SETTING:
■Slope (Valley CFW ❑Ridge j Other
ap eGc propriate box)
LATITUO CIA 01 , 4 a�$ May be in degrees
"num.seconds ur
LCMGTTU E . 13 •'?39 in decimal format
Latitudell agitude source: !!'CPS ❑Topographic map
(bcadat of we►must he shown on a USGS topo map and
attached to this Mrm Anon usrrg GPS)
4. FACILITYj-s me r a or ne witness when to Den li toarw-
FACILITYD #(it applicable)
NAME OF AGILITY Surry Co. Closed Landfill
STREET- ADDRESS 419 Landfill Road
Ararat _ NC 27007
City or own State Zip Code
CONTACT PERSON Mr, Jerry Snow
MAILING A DDRESS PO Box 1542
Mount Ai rvC 27030
Ciry or Tovm Stage Tip Code
335 la 4p1-8378
Area code Phone number
5. WELL DE1'r4ILS:
a. TOTAL PEPTW 56,98'
b. DOES WELL REPLACE EXISTING WELL? YES C] ND 8
o. WATER LEVEL Below Top of Casing: 52.47 FT.
(Ilse'}' if Above Top of Casing)
MW-15
d. TOP OF CASING Is 3-00
FT, Above Land Surface'
'Top of casing term haled alloy below land surface may require
a variance in accordance with 1SA NCAC 2C .0118.
a. YIELD] (gpm): na
METHOD OF TEST na
r. DISINFECTION: Typa na
Amount 112
g. WATER ZONES (depth):
From49.47 To
From To
From Ta
From Tc
From To
From To
G. CASING:
Thickhhnttessl
Depth
41.98
����en d
Y arneler wsa NIA
From 0
Ft PVC
From To
FL
From To
FL
7. GROUT: Depth
Material Method
From 0 To 37.5
FL Neat Cement Tfemie
From 37- To'W3 FL I'V swft r * c'*rn Pour
From To
Ft.
a. SCREEN: Depth
Diameter Slol Sae Material
From 41.98 To 58.98
Ft Z' 0•10 m- PVC
From To
Ft- in, in.
From To
Ft. in. in.
S. SANDIGRAVEL PACK.
Depth
Size Material
From 40.38 To 56-98
Ft. #2 FiIW Sand
From To
Ft.
Fran Tg
Ft -
ID. DRILLING LOG
From To
Formation Description
0 26
$tai!-
28 _,55-95
Rack
11. REMARKS:
MW-1S i�slaileo as type II MVV formanituring downgrad lent W closed MSWLF
I DO HEREer CE TF+AT T7e1,5
ESL wig LONSRp TR UCTED W ACL9aNCE WITH
SA NCAC 2C C❑ c
57AMWRt)g. AND TrA7 A COPYa l9S
REC>7RD _n P IDE
E WE:i 4ynVER.
,dQT/� 7rvne
SIG A ru wrt OF r—F-kT;FRD WELL CONTRACTOR DATE
P RI NTID NAME p PERSON CONSTRUCTMG THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt Form GW-1h
1C's17 Mail Ser I vice Center-- Raleigh, NO 27699-1617 Phone No, [phone] ext 568. Rev. 7105

,r
NONRESIDENTIAL WELL CONSTRUCTION RECORD
Noah Carolina IDeparltneat of Environment and Nattuai Resources- Dwislart of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Deny Huneywit
Well Contractor (individual) Name
Derry's Well Drilling
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle INC 28002
City or Ton State Zip Cade
7f pa �- 982-3070
Area code- Phone number
2. WELL iNFORMATICN:
SITE WELL Ica ft(iapQlicahtel
STATE WELL PERMIT-4'{r appkoablel
DWQ or OTHER PERMIT 1Kd applicable)
WELL use (Check Appficabte Box) Monitoring ❑ MunicipaVPubfic
Industr WComrnercial ❑ Agncuitu rat ❑ Recovery O Injection El
"Cation© Other ❑ gist use)
DATE DRILLED 6l21I08
TIME COMPLETED 8:15 AM 9 PM p
3. WELL LOCATION:
CITY- Ararat COUNTY NC
419 Landfill Road 27007
{Street Names Numbers. Community, Subifwman. Lot No.. Parvei. 71p Code)
TOPOGRAPHIC I LAND SETTING:
ioSlope JOValley OFlat QRidge ❑ Other
{check appropin ate bo,4
LATrrUDE —1y dt. Ok -9h0,0 _ May be in degrees,
minutes, seconds or
LONGITUDE 1 31 11, in a decimal fdrrtat
Latitudellongitude source: 412G?S pTopographic map
(location orwal must be shown on a USGS tops map and
attached to this form I nor using GPSJ
4. FACILITY- L. m. rwn. d s.. main... wrier. ihii wet i. rind.
FACILITY ID #(if applicable)
NAME OF FACILITY !Burry Co. Closed Landfill
STREET ADDRESS 419 Laridtill Road
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr, Jelly Snow
MAILING ADDRESS PO BOX 1542
Mount Airy NC _ 27030
City or Town state Zip Code
i 336 _ )_401-8376
Area code - Phone number
& WELL DETAIL5:
a. TOTAL DEPTH. 36.28-
b. DOES WELL REPLACE EXISTING WELL? YES C3 NO ji
c. WATER LEVEL Below Top of Casing; 26•9a FT,
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 3,00 FT, Above Land Surface'
'Top of casing letminated aVor behw land surface may regvca
a variance in accordance with 15A NCAC 2C . Di 18,
e. YIELD (gpm): na METHOD OF TEST "a
F. DISINFECTION: Type na Amoumt
g. WATER ZONES Idepthl:
Frp"23-94 To From To
From To- From To
From To From To
B. CASING: Thiilc�akness! �aterr
From 0 Depth Fr 2piameter Wsch"AO QVC N
From To Ft.
From To Ft-
7. GROIN: Depth Material Method
From 0 To 18.25 Ft Neat Cement Tremie
From 18.25 Toil Ft- Ne eu"°n"• cnP. Pour
From Tp Ft
a. SCREEN. Depth Diameter Shot Size Material
From 21.28 To 36.28 Ft2- in- 0.10 in, PVC
From To Ft in- in.
From To FL in. tn.
9. SANDIGRAVEL PACK:
Depth Size Material
From 20-5 To 36.28 Fl, #2 Fliler Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formatan Description
0 = 4 il
9 36.28 Rock Gneraa
11. REMARKS:
MW-15 Insmlled as type II MW for monitoring downgradient at dosed MSWLF
r DO HERI:aY C tAAr 0 AS CON5T1111 D N ACCORD a Wmi
15A NCAC 2C L co urn AIJOAROB. A.lp ro-iArti cow OF rws
aECAR C FN P C T WELL ER.
7nros
S IG N A7 E OF CERT IB21W ELL CONTRACTOR 13ATE
PRINTS N�FN C6NSTRUCTING T}tE WELL
Submit the original to the division of Water Quality within 30 days. Attu: Information Mgt., Farm GW-1b
1617 Mail Service Center —Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev, IN5

NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
by North Carolina Department of Environment and Natural Resources- Division of Water Quality
-4 n.,- WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Weil Contractor (Individual) Name
Derry's Well Drilling Inc.
Weil Contractor Company Name
STREETADDRESS 44283-ANC 24/27/73
Albemade NC 28002
City or Town State Zip Code
704 - 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if appficebte)MW-17
WELL CONSTRUCTION PERMIT#(ii applicable)
OTHER ASSOCIATED PERMIT #(if applicanie)
3. WELL USE (Check Applicable Box) Monitoring13 Munlcipal/Public❑
IndustriadCommerciai❑ Agricultural[[ Recoveryq Injection❑
Irrigation[I tither[[ (list use)
DATE DRILLED 611107
TIME COMPLETED 9:30 AM■ PM❑
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a 70D7
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC 1 LAND SETTING:
❑ Slope f Valley ❑ Flat l7 Ridge Q Other
(check appropriate box)
May be in degrees.
LATITUDE 36.4338922 minutes, seconds or
LONGITUDE 80.572245 in a decimal Format
Latitudellongitude source: 9 GPS Q Topographic map
(location of well must be shown on a USGS tope map and
attached to this form if not using GPS)
S. FACILITY- iS the rtame Of TO bURN a where the w 11 it rotated.
FACILITY to #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PC Boil 1542
Mount Airy NC 27030
City or Town State Zip Code
(336 y- 401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.32
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOW
c. WATER LEVEL Below Top of Casing: 8.83 FT.
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 3.00
FT_ Above Land Surface'
'Top of casing terminated atlor below land surface may require
a variance in accordance with
15A NCAC 2C .0118,
e. YIELD (gpm): na
METHOD OF TEST na
f. DISINFECTION: Type na
Amount na
g. WATER ZONES (depth):
From 10 To 10.5
From To
From To
From To
From To—
From To
7. CASING:
Thickneasl
0
DTD 5.32
171ameter seiJ4 Matt
PV
From
Ft �14
From
To
Ft.2
From
To_
Ft.
a. GROUT:
Depth
Material Method
From 0
To 3
Ft. Neat Cement Pour
From-3
To 5.10
Ft. 318" Bent. Ghip t Pour
From
TO
FL
9. SCREEN:
Depth
Diameter Slot Size Material
From 5.32
To 15.32
Ft. 2 in. 0.01 in. PVC
From
To
Ft. €n, in,
From
To
Ft. In. in.
10. SANDfGRAVEL PACK:
Depth
Size Material
From 5, l0 To I5.32,
Ft. #2 T;4fei Sand --
From
To
Ft.
From
To
Ft.
11.13RILLING LOG
From To
0 ls•3z
12. REMARKS:
100 HERESY CE THAT THIS
I SA NCAC 2C. VWA CONS3R UC!
RECORD W N PR ED T�
l WAWFI 11110AMgXeat=ae
e � e
Formation Description
Ro(k a Gr,%:V GAI s s
fwAS CONSTRUCTED IN ACCORDANCE WITH
rANDARDS, AND THAT A COPY pF THIS
WELL OW
"L CONTRACTOR DATE
qcup
iO STRUCTING THE WELL
Submit the original to the Division of Water Duality within 30 bays. Attn: Information Mgt., Fort GW-Ib
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568: Rev. 3107

NONRESIDENTIAL WELL, CONSTRUCTION RECORD
Notch Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION is 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individuaf) Name
Deny's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 y.982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-18
WELL CONSTRUCTION PERMIT#(ir appficabte)
OTHER ASSOCIATED PERMIT#(if applicable)
3. WELL USE (Check Applicable Box) Monitoring MunicipaVPublic4
IndustriaVCommerciallj AgriculturatD RecoveryD Inieetioto
Irrigatiorno Othera (list use)
DATE DRILLED 6/1 /07
TIME COMPLETED 1:20 AMQ PMO
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. 21007
(Street Name, Numbers, Comrnurlity, Subdivision, Lot No., Parcel, Zp Code)
TOPOGRAPHIC i LAND SETTING;
Q Slope It Valley 0 Flat ❑ Ridge ❑ Other
(erne* appropriate box) May be in degrees,
LATITUDE 36.433015639 minutes, seconds or
LONGITUDE 80.572032 in adeeimal format
Latitude/longitude source-, t] GPS 0 Topographic map
(location of well must be shown an a USGS topo map and
attached to this form 1f not using GPS)
5. FACILITY- is the name or eb wunnss wnere ins wei is loca -
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd,
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr- Jerry Snow
MAILING ADDRESS PO SEX 1542
Mount Airy NC 27030
City orTown State Zip Code
(336 )-401-8376
Area code - Phone number
S. WELL {DETAILS:
a. TOTAL DEPTH. 18.15
b. DOES WELL REPLACE EXISTING WELL? YESD NOD
c. WATER LEVEL Below Top of Casing; 9•98 FT.
(Use'+• if Above Top of Casing)
d. TOP OF CASING 15 3.00 FT. Above Land Surface'
'Top of casing terminated attar below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): rta METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 6.98 To 18.15 From To
From To From To
From To From To
7. CASING: Thickness!
Depth lameter Weight Material
From 0 TO 8.15 FL SL:r14u Y V u
From To— Ft
From To FL
8. GROUT: Depth Material Method
From 0 To 5 Fr. Neat Cement Tremie
From 5 To 7 Ft. 318" Sent_ Chi Pour
From To Ft
S. SCREEN: Depth Diameter Slot Size Material
From 8.15 To 18.15 Ft. 2 in. 0.01 in. PVC
From To Ft In. in.
From To Ft. in. in.
10, SAND/GRAVEL PACK:
Depth Size Materiai
From 7 To 1$.I5 Ft #2 F-Re,._Sand
m Fro To Ft. �-,n�
From To Ft.
11.DRILLING LOG
From TO Formation Description
- 0 -3.5 r
i
jot
12. REMARKS:
-downrngradiaAt-of r I nr ad � AC1nn 1=
r DO HEREBY C FY THAT TFirS W & WAS CONSTR LSCTED W ACCORDAK4= WITH
15A NCAC ZC CO R I STANEPRES. THAT A COPY OF THIS
Rscakp EN P I E WELL OWN
as-
SiGNA UR F CER-nrIEDWtLL CONTRACTOR HATE
e L-
PRINTED N ME OF PERSON CO STRUCTiNG THE WELL
Submit the original to the Division of Water Duality within 30 days. Attn: Information Mgt, Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev+ 3107

0
NONRES'IDENTL4L WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natluaf Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION f# 2663
1, WELL CONTRACTOR:
Derry Huneyr-utt
WeA Contractor (Individual) Name
Derry's Well Drilling Inc.
Weil Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
(744 ) 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID t{f applicable) MW-19
WELL CONSTRUCTION PERMIT#(dapplicawe)
OTHER ASSOCIATED PERMIT IR(if applicable)
3. WELL USE (Check Applicable Sax) MonitoringM MunicipallPub)Ic0
IndustrtaffCommercfalp AgricultwalD RecoveryD InjectlonQ
IrligationO OtherD (list use)
DATE DRILLS❑ 611107
TIME COMPLETED 11:50 AM■ PM[]
4, WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a 7 OQ 7
(Sheet name'. Numbers. Commu6ty. Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC 1 LAND SETTING:
D Slope It Valley D Flat 13 Ridge 11 Other
(check appmpriate box)
May be in degrrrs.
LATITUDE 36-433015639 minutes, seconds or
LONGITUDE 80.572032 in a decimal forms,
Latitudellongitude source: Ii GPS 0 Topographic map
(location ofwel) must be shown on a tlSGS toga map and
attached to this form if not using GPS]
s. FACILITY- is Ifin --- or t,a b�mn-- rner, u,o well is ioc a".
FACILITY ID 1R(iI applicable)
NAME OF FACILITY Su Co. Closed MSWLF
STREETADDRESS 419 Landfill Rd.
Ararat NC
27007
City at Town State
Zip Code
CONTACT PERSON Mr. Jerry Snow
_ — —
MAILING ADDRESS PO Box 1542
Mount Airy NC
27030
City or Town State
Zip Code
(336 )- 401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 17.10
b. DOES WELL REPLACE EXISTING WELL? YESD NON
c. WATER LEVEL Below Top of Casing: 9.57 FT.
(Ilse'+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance in accorDance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depthy
From 10 To 17.10 From To
Fmm To From To
From To From To
7. CASING: Thickness!
Depth iameter Weight Material
From 0 To 7.10 Ft. Siunl+u I'VL:
From To— Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 ToL 4 Ft. Neat Cement Tremie
From 4 To 6 Ft. 318" Befit. Chips Pour
From To Ft. !
9. SCREEN: Depth Diameter Slot Size Material
From 7.10 To 17.10 Ft. 2 in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. In,
10. SANDIGRAVEL PACK:
Depth Size Material
From 6 To l 7.10 Ft, #2 i-i{ _Sd
Trsf'f --aA�-
From To FL —
From —To— Ft.
1I.DRILLING LOG
From TO
-:5
4A )2.IO
12. REMARKS:
100 HEREBY qkqiFy THAT TH S LL WAS CONSTRUCTED IN ACCORDANCE WITH
1511 NCAC 2 LL Ti N STANDARD$, A D 7HAT A COPY OF THIS
RECORD EN THE WELL❑ � �V
SIG OF R IFIE ELL CONTRACTOR DATE
PRINTED N E OF PERSON CONEULICTING THE WELL
Submit the original to the Division of Water Duality within 30 days. Ann. Information Mgt, For, GW-1 b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 668. Rev 3107

NONRESIDENTIAL WELL CONSTRUCTION RECORD r I ()
North Carolina Department of Environment and Natural Resources- Division of Water Quality 01' U
WELL CONTRACTOR CERTIFICATION 4 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24127173
Alhernade NC 28002
City or Town State Zip Code
7L 04 .982-8070
Area node- Phone number
2. WELL INFORMATION:
SITE WELL ID #(it applicable) MW-20
WELL CONSTRUCTION PERMITIK(appiirablej
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring] MunicipatrPublic[I
IndustriallCommercial[j Agricultural❑ Recovery[] Inlectian[l
IrrigallonD Other[) (list use)
DATE DRILLED 611107
TIME COMPLETED 10:30 AMP PMCI
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a 7 0 0 7
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC ! LAND SETTING:
❑ Slope 0 Valley f3 Flat 0 Ridge D Other
(check appropriate box) E-41-
Latitudeflongitude in degees,
LATITUDE 36.4326887 , seconds or
LONGITUDE 80.56910777 source: I GPS 0 Topographic map
(locaGon of well must be shown on a USGS tops map and
attached to this form if not uvng CPS)
5. FACILITY- in the name of vie eusme is where Me free Le iorared,
FACILITY la tt(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd- ~
Ararat NC 27007
City or Town Stale Zap Code
CONTACT PERSON Mr. Jerry Show
MAILING ADDRESS PO BOX 1542
Mount Airy SIC 27030
City or Town State Zip Code
(336 ).401-8376
Area code - Phone number
s. WELL DETAILS:
a. TOTAL DEPTH. 2-9.64
b. DOES WELL REPLACE EXISTING WELL? YES❑ MOO
c. WATER LEVEL Below Top of Casing' 19.53 FT.
(Use'+- if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface'
'Top of casing temunated atiorbelow land surface may require
a variance in accordance with 15A NCAC 2C .i111S,
e. YIELD (gpm): na METHOD OF TEST na
I. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 17 To 17.5 From TD
Fmm TO_ From To
From To From To
T. CASING: Thickness/
Depth iameter Weight Material
From 0 To 10.64 Ft. scn'+V t'Vu
From To Ft.
From To—_ Ft.
8. GROUT: Depth Material Method
From 0 To 7 Ft. Neat Cement Tremie
From-7 TD 9.5 Ft, 318" Bent. Chips Pour
From To Ft.
S. SCREEN: Depth Diameter Slot Size Material
From 10.64 To 25.64 Ft. 2 ln. 0.01 in. PVC
From To Ft. In. in.
From To—_ Ft. in. in.
f0. SANDfGRAVEL PACK:
Depth Size Material
From 9.5 TQ 15.14 Ft. #2 HI er Sand
From To Ft
From To Ft.
11.DRILLING LOG
From TO '14Formation flescriptiorl
o S:5�1rawyll
12. REMARKS:
fine,-f � type II MW fa; R;Gnitopi...,
downgrar' ippt of c1neor] MCIAfl I=
I nD riFRceY CF T]iAT TFAs WAS CONSTRUCTED IN ACCORDANCE WITH
f SA NCAC 2C, CDN R Ti STANDARDS. AND TI1AT A COPY OF THlS
RECORD A —N DE E WELL OWNS
Z— jc;:�
SIGN4URfXF C t tE WELL CONTRACTOR DATE
PRINTED E OF PERSON C TRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center- Raleigh, NC 27699-1s17 Phone No. [phone] ext 568. Rev. 3rg7

NONRESIDENTIAL WELL CONSTR10CTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION N 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well {drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24t27173
Albemarle NC. 28002
City or Town State Zp Code
77004�_982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL lD #(it applicable) MW-21
WELL CONSTRUCTION PERMIT#(irapplirable)
OTHER ASSOCIATED PERMiT#(if applicable)
3. WELL USE (Check Applicable Sox) Monitoring❑+ MunicipallPublico
Industrial/Commercial❑ Agricultural❑ Recovery[] Injection[I
Irrigation(I Other0 {list use}
DATE DRILLED 611I07
-nmE COMPLETED 3:30 AM❑ PMQ
4. WELL LOCATION:
CITY Ararat COUNTY NC
419 Landfill Rd. 27007
(Street Name, Numbers, Community, Subdivision, Lot No., Parent, Zip Code)
TOPOGRAPHIC 1 LAND SETTING:
❑ Slope ■ Valley G Flat ❑ Ridge 0 Other
(check appropriate box} May be in degrees.
LATI-R)DE 36.434277833 minutes, seconds of
LONGITUDE 80.568596 in a decimal format
Latitude/longitude source: 0 GPS Q Topographic map
ffocalion of well must be shaven on a USG topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of ere business where the welt is localad.
FACILITY to /(if applicable)
NAME OF FACILITY SLICU Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC
27007
City or Town State
Zip Code
CONTACT PERSON Mr. Jertr Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC
27030
City or Town State
Zip Code
336-401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.41
b. DOES WELL REPLACE EXISTING WELL? YESO NOp
c. WATER LEVEL Below Top of Casing: 6.10 FT.
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 3,00 FT. Above Land Surface'
"Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C .0118,
e. YIELD (Rpm)- na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 6 To 6.50 From To
From Tv From TO
From To_ From TO
7, CASING: Thickness/
Depth Diameter Weight Material
From 0 To 5.41 FL t 5un4Lr I'VL:
From TO— Ft.
From To Ft.
0. GROUT: Depth Material Method
From 0 To 3 Ft. Neat Cement Tremie
From 3 To 5 Ft, 3I8" Bent. Chi Pour
From To FL
9, SCREEN: depth Diameter Slot Size Material
From 5.41 To 15.41 FL 2 in, 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SANDIGRAVEL PACK:
Depth Size Material
From 5 To I� Ft. #2
From ! S-y 4 To_j_�_ FL 0r;t `
From To Ft.
11.DRILLING LOG
From To Formation Description
S GjA 6F Aj
12. REMARKS:
dswngrael of c1Rsed MSWLF. _
1 DO HERESY C FY THA TW WAS CONSTRUCTED IN ACCORDANCE WITH
t SA NCAC 2r C RU STANDARDS. AND THAT A COPY Or THIS
RECOR EN P THE WELL I:
SIGOT OF CERT WELL COiY�T�RACTOR DATE
PRINTED NAAU OF PERSON CONVIRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Fes, GW.1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3107

�45�)
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
_Derry Huneycutt _
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREETADDRESS 44283-ANC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7f 04 t-982-9070
Area code. Phone number
2. WELL INFORMATION:
SITE WELL 0 #C+f appricable) MW-22
WELL CONSTRUCTION PERMIT#(iappikable)
OTHER ASSOCIATED PERMIT S(if applicable)
3. WELL USE (Check Applicable Box) Monitoring El Municipal/Public[]
IndustriallCommercialq Ag6u turat0 Recoveryq Injectiorip
Irrigatiorit3 Other0 (list use)
DATE DRILLED 611107
TIME COMPLETED 2:00 AM13 PM0
4. WELL LOCATION-.
CITY: Ararat COUNTY NC
419 Landfill Rd. 27007
(Street [+fame, Numtmrs, Communky, Subdvision, Lot No., Parcel, Zip Codo3
TOPOGRAPHIC 1 LAND SETTING-
0 Slope ■ Valley 0 Flat 0 Ridge 11 Other
(dwck appropriate bond
May he in degrres.
LATITUDE 36.435334111 minutes, seconds or
LONGITUDE 60-567269 1
is a decimal Format
Latitude/longitude source. ! GPS ❑ Topographic map
(location of well must be shown on a 1JSGS topo map and
attached to this farm 1f not using GPs)
S. FACILITY• is the name of the business wtw* the wetl is locstea
FACILITY ID #(ff applicable)
NAME OF FACILITY SurrY Co. Closed MSWLF _
STREET ADDRESS 419 Landfflf fed.
Ararat NC 27007
City or Town State Zip Cade
CONTACT PERSON Mr. JeFa Snow
MAILING ADDRESS PO Box 1542
Mount AI NC 27030
City or Town State Zip Code
33� 6-401-8376
Area code • Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 16.04
b. DOES WELL REPLACE EXISTING WELL? YESO NO0
c. WATER LEVEL Below Tap of Casing: 4.60 FT.
(Use'+' it Above Top of Casing)
d. TOP OF CASING i5 3.00
FT. Above Land Surface'
'Top of casing terminated atfor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD {gpm]: na
Al1moo OF TEST na
f. DISINFECTION: Type na
Amount. na
9. WATER ZONES (depth):
From 1.60 To >16.04
From Tv
From To
From To
From To
From To
7. CASING.
Thickness/
From 0
Depth Diameter Weight Material
Ta 6.04 Ft- 4 s�n4� F' V l:
From
Tc Ft.
From
To Ft.
8. GROUT:
Depth Mateiaf Method
From 0
To 3, Ft. Neat Cement Tremie
From 3
To 5 Ft, 318" Bent. Chi Pour
From
To Ft.
9. SCREEN:
Depth Diameter Slot Size Material
From 6.04
To 16.04 F't. 2 in. 0,01 in. PVC
From
To Ft. in. in.
From
Ta Ft. in. in.
10. SANDIGRAVEL PACK,
Depth
Size Material
From 5
To_L"l Ft. #2 F-11tef Sapid
From
To Ft
From
To Ft.
1 i.DRILLING LOG
From To Formati n ❑escri iron
0 3-S__ 5
12. REMARKS:
AMA."-2 Inll type II RAIAf f.. mn
If
t L]C7 Y}ERE6Y FY TTiA 7 !S U. WAS COkSrflLiCTEA IN ACCORDANCE wiT41
ISA NCAC. 2 LL CO N STANDARDS AND TMT A COPY OF THIS
REGOR EEN P THE
g ag d
SIGNATU OF CERTIFI WELL CONTRACTOR DATE
OF
fld4AM
Submit the original to the Division of Water Duality within 30 days. Attu: information Mgt, Fern, GW-1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev, 3107

-NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RR -CORD
North Carolina Dcpartsnent of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Deny Huneycutt
Well Contractor (Individual) Name
Derry's Weli Drilling Inc,
Well Contractor Company Name
STREET ADDRESS 44283-ANC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 ]- 982-9070
Area code- phone number
2. WELL INFORMATION:
SITE WELL 10 #(if applicable) MW-23
WELL CONSTRUCTION PERMIT#(il applicable)
OTHER ASSOCIATED PERMIT#(if applicable)
3. WELL USE (Check Applicable Box) Monitoring) MunicipaVPublica
Industriati'CommercialD Agricvlturalp RecoveryO Injeetfonll
irrigadorO Otherll (llst use)
DATE DRILLED 611107
TIME COMPLETED 4:20 AMID PMG
4. WELL LOCATION.
CITY: Ararat COUNTY NC
419 Landfill Rd. 27007
(Street Name. Numbers. Community. Subdivfsion. Lot No., Parcel. Tip Cade)
TOPOGRAPHIC 1 LAND SETTING:
0 Slope I Valley ❑ Flat R Ridge fI Other
(rhack appropriate box) May be in degrees,
LATITUDE 36,439015556 minutes, smonds or
LONGITUDE 80.571788 in a decimal RIMMI
Latitudellongitudc source: 0 GPS D Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
S. FACILITY- is the name of the business wrors Me wep is locamd.
FACILITY ID #(iI applicable)
NAME OF FACILITY_Surry CO. Closed MSWLF
STREETADDRE55 419 Landfill Rd.
Ararat N C 27007
City or Town State Zip Code
CONTACT PERSON. Mr. dery Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City or Town State Zip Code
( 336 I-401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 17.10
b. DOES WELL. REPLACE EXISTING WELL? YESO NCO
c. WATER LEVEL Below Top of Casing: 8.16 FT.
(use '«' if Above Top of Casing)
d. TOP OF CASING IS 3.00 FL Above Land Surface'
'Tap of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g, WATER ZONES (depth):
From 5.16 To 17.10 From --To
From To FroTo
From To From To
7. CASING: Thickness!
Depth iameler Weight Material
From 0 To 7.10 Ft- sL:n+u I"VU
From To Ft.
From To Ft.
& GROUT: Depth Material Method
From 0 To 4 Ft. Neat Cement Tremie
From 4 To 6.05 Ft. 3(8" Bent. ChII{ Pour
From To Ft,
9. SCREEN: Depth Diameter Slot Size Material
From 7.10 To 17.10 Fl. 2 in. U1 in. PVC
From To Ft. in. in.
From To— Ft. in. in.
10. SANDIGRAVEL PACK:
Depth Size Material
From S• 66 Ta 17• l0_ F1. #2 FilteF Sand
From To Ft.
From To Ft.
11.DRILLING LOG
From TO Formatio_nDescription
Q 5 w r
3.5 17j0
12. REMARKS:
41 ter--22 r-, sta1#�` type Ir A4W fzr <. gAitE)r;,
riniu- ��i�n4rf__rirnecrl AAClhll �
I DVHFREBY FYTHA THISW WASCONS TEO IN ACCORDANCE MATH
15C R STANDARDS ❑ THAT A COPY Of THIS
REP TH
ay
SIGWT:U—FV OF if C RTIF'' 11 S�WELL CONTRACTOR DATE
UrN L • RAJ !�
PR ED E OF PERSON EqNSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: information Mgt., Form Gw-1b
1617 Mail Service Center — Rafelgh, NC 2T699-1617 Phone No. [phone] ext 568. Rev. 3107

MATERIAL SAFETY DATA SHEET
EMULSIFIE❑ EDIBLE OIL SUBSTRATE
D.O.T. HAZARD CLASSIFICATION: NONE
MANUFACTURER'S NAME
EOS Remediation, LLC
1101 Nowell Road
Raleigh, NC 27607
www.EOSRemediation.com
DATE OF PREPARATION
01-24-03, Rev. 04-19-05
HEALTH
FLAMMABILITY
REACTIVITY
PERSONAL PROTECTION
INFORMATION TELEPHONE NO.
919-873-2204
SECTION I - PRODUCT IDENTIFICATION
PRODUCT NAME EOS' CONCENTRATE 5981342
PRODUCT CLASS VEGETABLE OIL BASED EMULSION
CAS NUMBER MIXTURE
COMPONENTS
SECTION II - HAZARDOUS INGREDIENTS
EXPOSURE LIMIT
THIS PRODUCT IS A MIXTURE ❑F EDIBLE FOOD GRADE ADDITIVES AND CONTAINS N❑
HAZARDOUS INGREDIENTS.
SECTION III - PHYSICAL DATA
BOILING POINT.
SPECIFIC GRAVITY -
VAPOR PRESSURE-
PERCENT VOLATILE BY VOLUME
VAPOR DENSITY
EVAPORATION RATE:
SOLUBILITY IN WATER:
APPEARANCE AND ODOR.
212OF
0.97; .92 (pure ❑il phase)
NOT ESTABLISHED
24 (AS WATER)
HEAVIER THAN AIR
NOT ESTABLISHED
SOLUBLE
OFF WHITE LIQUID WITH VEGETABLE OIL ODOR

EMULSIFIED EDIBLE OIL SUBSTRATE
SECTION IV - FIRE AND EXPLOSION HAZARD DATA
FLASH POINT: >300°F
FLAMMABLE LIMITS: NOT ESTABLISHED
EXTINGUISHING MEDIA COz, FOAM, DRY CHEMICAL
NOTE: WATER, FOG. AND FOAM MAY CAUSE
FROTHING AND SPATTERING.
UNUSUAL FIRE AND BURNING WILL CAUSE OXIDES OF CARBON.
EXPLOSION HAZARDS:
SPECIAL FIRE FIGHTING WEAR SELF CONTAINED BREATHING APPARATUS
PROCEDURES: AND CHEMICAL RESISTANT CLOTHING. USE WATER
SPRAY TO COOL FIRE EXPOSED CONTAINERS.
SECTION V - PHYSICAL HAZARDS
STABILITY: STABLE
CONDITIONS TO AVOID NONE
INCOMPATIBILITY STRONG ACIDS AND OXIDIZERS.
HAZARDOUS DECOMPOSITION THERMAL DECOMPOSITION MAY PRODUCE OXIDES
PRODUCTS: OF CARBON.
HAZARDOUS POLYMERIZATION: WILL NOT OCCUR
SECTION VI - HEALTH HAZARDS
SIGNS AND SYMPTOMS OF EXPOSURE:
1. Acute Overexposure - NONE
2. Chronic Overexposure - NONE
MEDICAL CONDITIONS GENERALLY NONE KNOWN
AGGRAVATED BY EXPOSURE -
CHEMICAL LISTED AS CARCINOGEN OR POTENTIAL CARCINOGEN:
N.T.P. - NO I.A.R.C. - NO OSHA - NO
i�iT�tL'1�►CH'1�1►�J�l;yl:�•'lrt'ti�7�:i�I�l��1�1:��i
1.) Inhalation- REMOVE TO FRESH AIR.
2.) Eyes- FLUSH WITH WATER FOR 15 MINUTES, IF IRRITATION PERSISTS
SEE PHYSICIAN.
3.) Skin- WASH WITH MILD SOAP AND WATER.
4.) Ingestion- PRODUCT IS NON -TOXIC. IF NAUSEA OCCURS, INDUCE VOMITING
AND SEEK MEDICAL ATTENTION.

EMULSIFIED EDIBLE OIL SUBSTRATE
SECTION VII - SPECIAL PROTECTION INFORMATION
RESPIRATORY PROTECTION: NOT NORMALLY REQUIRED
VENTILATION: LOCAL EXHAUST
PROTECTIVE GLOVES: NOT NORMALLY REQUIRED
EYE PROTECTION: NOT NORMALLY REQUIRED
OTHER PROTECTIVE CLOTHING
❑R EQUIPMENT NONE
SECTION VIII - SPECIAL PRECAUTIONS AND SPILL/LEAK PROCEDURES
PRECAUTIONS TO BE TAKEN DO NOT STORE NEAR EXCESSIVE HEAT OR
IN HANDLING AND STORAGE OXIDIZERS.
OTHER PRECAUTIONS. NONE
STEPS TO BE TAKEN IN CASE SOAK UP WITH DRY ABSORBENT AND FLUSH AREA
MATERIAL IS SPILLED. WITH LARGE AMOUNTS OF WATER.
WASTE DISPOSAL METHODS: DISPOSE ❑F ACCORDING TO FEDERAL, STATE, AND
LOCAL REGULATIONS.
SECTION IX - ADDITIONAL REGULATORY INFORMATION
SARA TITLE III
UNDER THE PROVISIONS ❑F TITLE 111, SECTION 311/312 ❑F THE SUPERFUND
AMENDMENTS AN❑ REAUTHORIZATIONS ACT, THIS PRODUCT IS CLASSIFIED
INTO THE FOLLOWING HAZARD CATEGORIES NONE
THIS PRODUCT DOES NOT CONTAIN SECTION 313 REPORTABLE INGREDIENTS.
THE INFORMATION CONTAINED HEREIN IS BASED ON AVAILABLE DATA AND IS BELIEVED TO BE
CORRECT. HOWEVER, EOS REMEDIATION. INC. MAKES NO WARRANTY, EXPRESSED OR IMPLIED,
REGARDING THE ACCURACY OF THIS DATA OR THE RESULTS TO BE OBTAINED THEREOF. THIS
INFORMATION AND PRODUCT ARE FURNISHED ON THE CONDITION THAT THE PERSON RECEIVING
THEM SHALL MAKE HIS/HER OWN DETERMINATION AS TO THE SUITABILITY OF THE PRODUCT FOR
HIS/HER PARTICULAR PURPOSE.

Material Safety Data Sheet
BAC-9Tm
Emergency Contact:
Walter Beckwith
88"73-2204
919-345-1310
SECTION 1 - MATERIAL IDENTIFICATION AND INFORMATION
Material Name: ❑HC microbial consortium (BAC-9TM)
Date Prepared: 7116/09 CAS #: NIA (Not Applicable)
Material Description: Non -hazardous, naturally occurring non -altered anaerobic microbes and
enzymes in a water -based medium.
SECTION 2 - INGREDIENTS
Components % OSHA ACGIH OTHER
PEL TLV LIMITS
Non -Hazardous Ingredients 100 NIA N/A NIA
SECTION 3 - PHYSICALICHEMICAL CHARACTERISTICS
Boiling Point: 1000C (water) Specific Gravity (H20 = 1): 0.9 - 1.1
Vapor Pressure @ 250C: 24 mm Hg (water) Melting Point: 09C (water)
Vapor Density: NIA Evaporation Rate (H2O = 1): 0.9 - 1.1
Solubility in Water: Soluble Water Reactive: No
pH: 6.0 - 8.0
Appearance and Odor: Murky, yellow to grey water. Musty Odor.
SECTION 4 - FIRE AND EXPLOSION HAZARD DATA
Flash Point: NIA
Flammable Limits: NIA
Extinguishing Media: Foam, carbon dioxide, water
Special Fire Fighting Procedures: None
Unusual Fire and Explosion Hazards: None
SECTION 5 - REACTIVITY DATA
Stability: Stable
EaS Remediation, LLC, Page 1
BAC-Fm MSDS Rev. Date: 7/16/2009

Conditions to Avoid: None
Incompatibility (Materials to Avoid): Water -reactive materials
Hazardous Decomposition Byproducts: None
SECTION 6 - HEALTH HAZARD DATA
HEALTH EFFECTS
The effects of exposure to this material have not been determined. Safe handling of this material
on a long-term basis will avoid any possible effect from repetitive acute exposures. Below are
possible health effects based on information from similar materials. Individuals hyper allergic to
enzymes or other related proteins should not handle.
Ingestion: Ingestion of large quantities may result in abdominal discomfort including nausea,
vomiting, cramps, diarrhea, and fever. Inhalation: Hypersensitive individuals may experience
breathing difficulties after
inhalation of aerosols.
Skin Absorption; NIA
Skin Contact: May cause skin irritation. Hypersensitive individuals may experience
allergic reactions to enzymes.
Eye Contact: May cause eye irritation.
FIRST AID
Ingestion: Get medical attention if allergic symptoms develop (observe for 48 hours).
Never give anything by mouth to an unconscious or convulsing person.
Inhalation. Get medical attention if allergic symptoms develop.
Skin Absorption: NIA
Skin Contact: Wash affected area with soap and water. Get medical attention if
allergic symptoms develop.
Eye Contact: Flush eyes with plenty of water for at least 15 minutes using an eyewash fountain, if
available. Get medical attention if irritation occurs.
NOTE TO PHYSICIANS: All treatments should be based on observed signs and
symptoms of distress in the patient. Consideration should be given to the possibility that
overexposure to materials other than this material may have occurred,
SECTION 7 - SPILL AND LEAK PROCEDURES
Reportable quantities (in Ibs of EPA Hazardous Substances): NIA
Steps to be taken in case of spill or release: No emergency results from spillage.
However, spills should be cleaned up promptly. All personnel involved in the cleanup must wear
protective clothing and avoid skin contact. Absorb spilled material or vacuum into a container.
After clean-up, disinfect all cleaning materials and storage containers that come in contact with
the spilled liquid.
Waste Disposal Method: No special disposal methods are required. The material may be
sewered, and is compatible with all known biological treatment methods. To reduce odors and
permanently inactivate microorganisms, mix 100 parts (by volume) of BAC-9 consortium with 1
part (by volume) of bleach. Dispose of in accordance with local, state and federal regulations.
SECTION 8 - HANDLING AND STORAGE
EOS Remedialion, LLC. Page 2
BAC-91v MSDS Rev. Date: 7/16/2009

Hand Protection: Rubber gloves.
Eye Protection: Safety goggles with side splash shields.
Protective Clothing: Use adequate clothing to prevent skin contact.
Respiratory Protection: Surgical mask.
Ventilation: Provide adequate ventilation to remove odors.
Storage & Handling. Material may be stored for up to 3 weeks at 2-4°C without aeration.
Other Precautions: An eyewash station in the work area is recommended.
While the information and recommendations set forth herein are believed to be accurate as of the
date hereof, EOS Remediation, Inc. MAKES NO WARRANTY WITH RESPECT HERETO AND
DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON.
FOS Remediation, LLC. Page 3
BAC-9Tm MSDS Rev. Date: 7116/2aog

6TONI C.:IFu I
)MSD5 Number: 93170 r r * • Effective Dale: 09l101M • ■ ■ * • Supenredes: 10119105
Page I of 4
NI5D5 Aftterial SafetyData She of
ucrrnat �a�a-a.aa�
wm.ar,.y�x
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SODIUM BROMIDE
1. Product Identification
Synonyms: Sedoneural
CAS No.. 7647.15-6
Molecular Weight: 102.99
Chemical Formula: NaBr
Product Codes:
J.T. Baker: 3599
Mallinclsodt: 0535
2. Composition/Information on Ingredients
Ingredient
sodium 53 onidt
3. Hazards Identification
Emergency Overview
CAS No Percent Hd Za[dvY5
1647-15-6 ioo► Yea
WARNING: HARMFUL IF SWALLOWED. AFFECTS CENTRAL NERVOUS SYSTEM, BRAIN AND EYES. MAY CAUSE IRRITATION TO SKIN,
EYES, AND RESPIRATORY TRACT.
SAF-r-DATAI"` Ratings (Provided here for you convenience)
Health Rating: 2 - Moderate (Life)
Flammability Rating: 0 - None
Reactivity Rating: I - Slight
Contact Rating: 2 - Moderate
Lab Protective Equip: GOGGLES; LAB COAT. VENT HOOD: PROPER GLOVES
Storage Color Cade: Green (General Storage)
Potential Health Effects
Inhalation:
Mst may cause irritation to the respiratory tract: symptoms may include coughing and shortness of breath.
Ingestion:
May cause nausea, vomiting and abdonvno] pain. Ingestions are usually promptly rejected by vomiting, but sufficient absorption may occur to produce central nervous
system, eye and brain effem. Symptoms may include skin rash. blurred vision and other eye effects, drowsines>. irritability. dizziness, mania, hallucinations, and cants.
SIdn Contact:
Dry material may cause mild irritation. Solutions may cause irritation. redness, and pain.
Eye Contact:
May cause irritation, redness and pain.
Chronic Exposure:
Repeated or prolonged exposure by any nwte may cause sl5n rashes (bromaderma). Repeated ingestion of small amounts may cause central nervous system depressinn.
including depression, ataxia, psychoses, memory loss, irritability. and headache.
Aggravation of Pretdsting Conditions:
Persons suffering from debilitation. deprrssion, alcohobsffL neurological or psychological disorders may be more susceptible to the effects cf ]his compound.
4. First Aid Measures
Inhalation:
Remove to fresh air. I not breathing, give artificial respiration. If breathing is di ficu1 give oxygen. Call a physician.
Ingestion.
induce vomiting immediately as directed by medical perscmnel. Never give anything by mouth to an unconscious pm- on- Cal] a physician.
Sldn Contact:
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SODIUM BROMIDE
Page 2 of 4
In case of ranl.-ut Immediately fii with plenty of wiser for at least 15 minutes. Remove contan ping and shoes. Wash clothing before reuse. Cali a
physician.
Eye Contact:
Immediately flush eyes with plenty of water for at least 15 minutes, lifting lower and upper eychds occasionally. Get medical attention imniedialely.
5. Fire Fighting Measures
Fire:
Not considered to be a fire hazard.
Explosion.
Not considered to be an explosion hazard.
Fire ExtinguisWrig Media:
Use any means suitable for extinguishing surrounding fire.
Special information:
In the event of a fire, wear full pnttrcbve clothing and NIOSH-approved self-ecmtaincd breathing apparatus with full facepiece operated in the pressure demand or other
Positive pressure node.
G. Accidental Release Measures
Ventilate area of leak or spill. Wear appropriate personal protective, cVipment as specified in Section g. Spills: Sweep up and containerize for reclamation or disposal.
Vacuuming or wet sweeping may be used to avoid dust dispersal.
7. Handling and Storage
Keep in a tightly closed container. stored in a cool. dry. ventilated area. Protect against physical damage. Containers of this material may be hazardous when empty
since they rrWT) product residues (dust, solids); observe all warnings and precautions listed for the product.
8. Exposure Controls/Personal Protection
Airborne Exposure t.Amlts:
None established.
Ventilation System.
A system of local and/or general exhaust is recommended to keep employee exposures as law as possibbe. Local exhaust ventilation is generally preferred because it can
control the enussions of the contaminant at its source, preventing dispersion of it into the general work area. Please refer to the ACGIH document, fndustnid
Ventilation, A Manual of Recommended Practices, most recent edition, for details.
Personal Respiraloi s (NIOS H Approved).
For conditions of use where exposure to dust or mist is apparent and engineering controls are not feasible, a particulate respirator (NIOSH type N95 or better filters)
may be worn. If nil panicles (e.g. lubricants, cutting fluids, glycerine, etc_) are present, use a N10SH type R or filter. For emergencies or instances where the exposure
levels are not known, use a fail -face positive -pressure, air -supplied respirator. WARNING: Air -purifying respirators do not protect workers in oxygen -deficient
atmospheres.
Sido Protection:
Wear protective gloves and clean body -covering clothing.
Eye Protection. -
Use chemical safety goggles_ Maintain eye wash fountain and quick -drench facflides in work area.
I. Physical and Chemical Properties
Appearance:
White crystals. granules, m powder
Odor.
Odorless.
Solubility:
116 gA00 g walex Cd 50C (122F)
Specific Gravity:
3.21
PH:
No information found.
% Vol Wes by volume @ 21C470F):
U
Boiling Point:
1390C (2534F)
Melting Point:
755C(1391F)
Vapor Density (Air-1):
No information found.
Vapor Pressure (mm Fig):
No information found.
Evaporation Rate
No information round.
10. Stability and Reactivity
Stability:
Stable under ordinary conditions of use and st(nage. Absorbs moisture from air.
Hazardous Decomposition Prod ucLs:
Oxides of the contained metal and halogen, possibly a)so fret, or ionic halogen.
Hazardous Polymerization:
http://www.jtbaker.com/msds/englishbtmi/s3l7O.htm 3121201 1

SODIUM BROMIDE
Page 3 of 4
Will riot occur.
lacempatiblUdes:
Acids. alkaloidal and heavy metal salm oxidizers. and bronint trifluoride.
Conditions to Avoid:
Mnisiure and incompatibles.
11. Toxicological Information
Toxicological Data:
Sodium Bromide: Oral rat LD50: 35M mgRg. Investiga" as a reproductive cf7'mtor,
Reproductive Toxicity:
Causes reproductive system effects in laboratory anuiWl,
--------\Cancer Lists\------------------------------------------------------
--- NIP Carcinogen ---
Ingredient Nnpwn Anticipated 1ARC Category
T-^-A- ---- ----- Sodium Bromide (7647-15-61 -No - No hone ---
12. Ecological Wormation
Environmental Fate:
No information found.
Environmental Toxicity:
No information Found.
13. Disposal Considerations
Whatever cannot be saved for recovery of recycling should be managed to an appropriate and approved waste dlspoA facility. Processing, use or contamination of itus
product may change the waste management options. Sate and local disp0511 Mgulatiorls may differ from federal disposal regulations. Dispose of container and untLred
contents in accordance with federal, state and local requirements.
I4. Transport Information
Not regulated.
15. Regulatory Information
-----\ChenLCa3 Inventory Status - Part It-------------___v_
Ingredient TSCA CC Japan Australia'
-------------- -------'-'------ ----- .--- --- ----- ---------
Sodium Bromide (7647-15-61 Yes Yes Yes Yea
--------\Chemical Inventory Sra.t45 - Part:1-----------------------------
--Canada--
Engredient Korea 155L NDSL Phil-
' Sodium Bromide [7fi47-15-6} - - - - Yes Yes No Yes
--------\Federal, State f. International Regulations - Pars 1\ ----------------
-SAAk 3o--------SAM 313---___
Ingredient Rq TP(} LiSL Chemical CAtg.
------ --------------- ---------- ,------ _ ----- --__ _-----_------
Sodium Brvmide 0647.15-6) No No No No
------1Federai, Statr i rn:ernatinnal Regulations - Part 2\—--- ----------
-RCRA- -TSCA-
ingredient CERCLA 261.33 B(d)
Sodl= Bromide (7647-15-6) Now No fin
Chemical Meapons Convention: So T5CA 12ib1: No COTA: No
SARA 311/312. Acute: Yes Cnronle. _'et Fire: No Pressure; No
Reactivity! No INre I Solldl
Australian Haichem Code: Nome allocated.
Poison Schedule: None allocated.
Wi NIIS:
This MSDS has been prepared according to the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the 'information required by
the CPR
16. Other Information
NFPA Ratingp: Health: 2 Flammability: U Reach v7ty: 0
Label Hazard Warning. -
WARNING! HARMFUL IF SWALLOWED. AFFECTS CENTRAL NERVOUS SYSTEM, BRAIN AND EYES. MAY CAUSE IRRITATION TO SKIN, EYES.
AND RESPIRATORY TRACT.
Label Precautions:
Avoid breathing dust.
Keep container closed,
http://www.jtbaker.comlmsds/englishhtmUs3 l7O.htm 3/2/2011

SODIUM BROMIDE
Page 4 of 4
U%e with adegiae ventilation.
Avoid contact %ith eves, skin and clothing.
Wash thoroughly after handling.
Label First Aid:
If swallowed, index votniting immediately as directed by medical personnel. Never Vie anything by mou Lh to an unconscious person. if inhaled, remove [o fresh air. i1
not breathing. give artificial respiration. If breathing is difficult, give oxygen. In case of contact. immediately flush eyes or skin with plenty of water for at least 15
minutes. In all cases call a physician.
Product Use-
Laboratory Reagent.
Revision Information:
Ilia Changes,
Disclaimer.
YYa••.a►Y►Ys►YYY►►►i►►►►si�srTs.fsTT TSTssTrsT.TSTTTa T.TasTTT s••Y►•►.YTxf►TT•Y►eTs.Ts�►YYa►T►T►aYT
Mallinckrodt Baker, Inc. provides the information contained herxin in Rood faith but makes no representation as to its comprehensiveness or accuracy. This
document is intended only as a guide to the appropriate precautionan handling of the material by a properly trained person using this product. Individoals
receiving the informalion must exercise their independent judgment in determining its appropriateness for a particular purpose. MALLINCKRODT
BAITER, INC. MAKES NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING'ATI'HOUT LLHITATION ANY
WA .IWiTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE INFORMATION SET FORTH
HEREIN OR THE PRODUCT TO WHICH THE INFORMATION REFERS. ACCORDINGLY, MALLINCKRODT BAKER, INC. WILL NOT BE
RESPONSIBLE FOR DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS INFORMATION.
■►a►.Ts►.►Ta►:.►sa►:sss:s:Y►►YYs.YY=►s►Ys■YYa■as►a►YYas►.xs:s*r.►T►►.a►.ae.►asT:srs:a.:rYYae►►a■
Prepared by: Environmental Health & Safety
Phone Number: [phone] (U.S.A.)
http://www.jtbak-er.conVmsds/englishhtml/s3l7O.htm 3/2/2011

'"Y
PLATES

Topographic Map with Site
Surry County Landfill
PLATE I
Location
Date CoNpleted
12/1412010
Created 6y
M. Clement
PrgecI !Jame
ejection Parrrl_l
Ste flame
Surry County Landry
- --
Protect Nuffber
G10061.0
Municipal Engineering Services Company. PA
ROAD CLASSIFICATION
QUADRANGLELEGEND Primary highway, Light -duty road, hard or
hard surface improved surface._
t 0 1 MILE Secondary highway,
_ hard Surface Unimproved road
�� (3 Interstate Route 0 U. S. Route CJ State Route

Water Resources
i n v irnruuenta l Ows l i l y
June 1, 2018
Dennis Bledsoe
Surry County Public Works
PO Box 342
Dobson, NC 27017
RE: Acknowledgement of Application No. W10400176
Surry County Landfill
In Situ Groundwater Remediation Well System
Surry County
Dear Ms. Bledsoe:
ROY COOPER
Gfj 4-(.r 0,r
MICHAEL S, REGAN
Sef l w l l
LINDA CULPEPPER
Irrlt +lin Iill te 7ril
The Water Quality Regional Operations Section (WQROS) acknowledges receipt of your
permit application on May 18, 2018. Your application package has been assigned the number listed
above, and the primary reviewer is Shristi Shrestha.
Central and Winston-Salem Regional Office staff will perform a detailed review of the
provided application, and may contact you with a request for additional information. To ensure
maximum efficiency in processing permit applications, the Water Quality Regional Operations
Section (WQROS) requests your assistance in providing a timely and complete response to any
additional information requests.
Please note that processing standard review permit applications may take as long as 60 to
90 days after receipt of a complete application. If you have any questions, please contact Shristi
Shrestha at 919-807-6406 or [e-mail].
Sincerely,
tom• ',PA ,--ll n
For Debra J. Watts, Supervisor
Animal Feeding Operations & Groundwater
Protection Branch
Division of Water Resources
cc: Winston-Salem Regional Office, WQROS
Permit File WI0400176
�fV�tFttr�g Comparr�r
Slaie o(Nonh Carolina I IAivimmnwntaI QoaIiiy I Do%;ision iiI' Wafer Resiureca
Water Quality Regional Operations Section
163E Mail Service Center ; Raleigh. North Carniinu'7699.1636
919-707-91_19

MUNICIPAL ENCSINEERINES
SERVICES C o M PAIVY,, P.A.
GARNER, NC AND BOONE, NO
April 6, 2018
Shristi Shrestha
Division of Water Resources/Water Quality Regional Operations Section
NCOEQ urC Program 'LGE1VED NC0Eo1iy,
Division of Water Resources
1636 Mail Service Center MAY
Raleigh, NC 27699-1636
'eater Quajjly ,
Re: UIC In -situ Groundwater Remediation Injection Permit Renewal
Surry County A ' a_C&Lkaud Closed MSWLF
UIC Permit No 01 � j/ J 00
MESCO Project No. G17003.0 �`�� 2
Per the SWS approved Corrective Action Plan enhanced bioremediation via substrate and tracer injection was
initiated in the Southern and Northern ADCs in accordance with requirements outlined in the Injection Well Permit
Application and Well Permit No. W10300160 (issued 4/15/13) in an effort to reduce low level aliphatic and aromatic
chlorinated hydrocarbons in groundwater to below the 2L Standards. An edible oil submte (EOS)-water emulsion
with sodium bromide tracer was injected into four wells (1W-1, rW-2, iV+1-3 and IW-5) on November 2-3, 2011.
Similar substrates were injected into monitoring wells MW- VIW-4 and MW-81IW-6 on October 24-25, 2012.
Details of the injection events are provided in the Injection Event Record dated November 4, 2011 and January 10,
2013.
As directed in the UIC Injection Well Permit renewed on April 15, 2013 semi-annual post -injection water quality
monitoring of wells located downgradient of viable injection points (MW-3R, MW-7, MW-9, MW-125, MW-13,
MW-14, MW-15, MW-16, MW-17, MW-18, MW-19, MW-20, MW-21, MW-22, MW-23) and upgradient
background well MW-1 was also performed semi-annually. Total VOC concentrations reported during most recent
event were lower at all locations when compared to the respective moving averages of the five events preceding
injection in the wells downgradient of the injection points.
Negative consequences of the injection have not been observed. In response to improved conditions the NC Solid
Waste Section (SWS) has not required any additional injections at this time. Although injections are not planned
currently planned Surry County wishes to renew the injection permit without modifications so that uninterrupted
injections may proceed in the future if necessary.
The entire facility is monitored semi-annually and reported to the NC SWS. However, only a portion of the facility
has been injected hence sections of the reports that refer to Enhanced Bioremediation via Substrate Injection (AOC
Southern and Northern) should be of most interest to the UIC Program. Per application requirements monitoring
reports for every event since last renewal (spring 2014 through fall 2017) are attached.
Water quality monitoring and corrective action will continue on a semi-annual basis typically in spring (May) and
fall (November). If you have any questions or comments regarding this report, please contact us at [phone]
or by email at jl2fohlQmesco.com.
Sincerely,
MUNICIPAL ENGINEERING SERVICES CO., P.A.
Jonathan P£ohi Steven R. Gandy, Ph.D, F.E.
Environmental Specialist Senior Project Manager
cc: Mr. Dennis Bledsoe
Surry County
68 Shipwash Drive a Garner, NC 27529 a ph: 919-772-5393 ■ fx: 919-772-1176 a www.mesco.comm
LICENSE NUMBER: C-0281

K,
Water Resources
FnvimnmontaI [Quality
April 30, 2018
CERTIFIED MAIL #7017 0I90 0000 1635 4754
RETURN RECEIPT REQUESTED
Dennis Bledsoe
Surry County Public Works
PO Box 342
Dobson, NC 27017
Subject: Notice of Expiration (NOE)
UIC In -situ Groundwater Remediation Injection Permit
Permit No. W I0400176
Surry County
Dear Mr. Bledsoe:
ROY COOPER
(iOV00,110r
MICHAEL S. REGAN
Set +-rirrrr
LINDA CULPEPPER
Iulrrim Dire4fol
The Underground Injection Control (UIC) Program of the North Carolina Division of Water
Resources (DWR) is entrusted to protect the groundwater quality and resources of the State of
North Carolina, and is responsible for the regulation of injection well construction and operation
activities within the state. Our records indicate that the above -referenced operating permit for the
groundwater remediation injection well system located at 237 Landfill Rd., Mount Airy, NC 27030
was issued on April 15, 2013, and expired on March 31, 2018.
Please note the following:
• I9you intend to conduct additional injections or pursue any injection -related activities that
are beyond the scope of the permit referenced above, you should submit an application to
renew the permit (attached) and any well construction records (GW-1) or abandonment
records (GW-30) if not previously submitted.
If you do not intend to conduct further injection activities, per 15A NCAC 2C
.0225(k)(2)(C) and the MONITORING AND REPORTING REQUIREMENTS section of
your permit, a Final Project Evaluation (FPE) is due within 9 months after completion
of the injection operation. If it has been 9 months or longer since injection activities were
completed, please submit the required FPE. When all permit conditions are satisfied, a
Permit Completion Letter will be sent and the permit will be closed.
"Nothing Compares-__
Stale of North Carolina I Gnvironmenlal Quality I Division of Water Resouicc"s
Water [,duality Regional Operations Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

If any injection well(s) are no longer being used for any purpose, they should be permanently
abandoned per to the regulatory requirements specified in rule I SA NCAC 02C .0240. If any
injection well(s) are permanently abandoned, copies of the GW-30s must be submitted to our
office. NOTE: injection wells using Direct Push/GeoprobO technology are considered wells and
GW-1 and GW-30s are required to be submitted. However, if the well construction is essentially
the same, only one well construction/abandonment record is needed. lust indicate the number of
wells in the Remarks/Comments line of the form. If injection wells are converted to monitoring
or other use, indicate on Injection Well Status Forin (GW-68). These can be downloaded from
DWR's website.
Within 30 days of receipt of this letter, please provide any of the above information and/or your
intentions regarding the permit. Send referenced forms to the address below:
Division of Water Resources
LIIC Program
Attn: Shristi Shrestha
1636 Mail Service Center
Raleigh, NC 27699-1636
Please contact Shristi Shrestha, 919-807-6406, [e-mail] if you have any
questions. Please include the permit number on any correspondence, or in the subject line of any
emails regarding this permit.
Best Regards,
�iri"V
Shristi Shrestha
Hydrogeologist
Division of Water Resources
Water Quality Regional Operations Section
Enclosures
cc: Winston-Salem Regional Office -- WQROS w/out enclosures
Central Files - Permit No. WI0400176 wlout enclosures
Mark Durway, PO Box 97, Garner, NC 27529-0091

Rogers, Michael
From:
Rogers, Michael
Sent:
Monday, December 01, 2014 3:44 PM
To:
'[e-mail]'
Subject:
W10400176
Greetings -
Please send a copy of the May 2014 Semi -Annual Water Quality Monitoring Report far the above permit to my
attention. Thanks.
Michael Rogers, P.G. (NC & FL)
Hydrogeologist
NCDENR - DWR
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh, NC 27699
Direct No. 919-807-6406
http://Porta1.ncden_r.0r Web/wglaps/gwpro/reporting-forms
NOTE: Per Executive Order No. 150, all a -mails sent to and from this account are subject to the North Carolina Public
Records Law and may be disclosed to third parties.

Rogers, Michael
From: Slusser. Thomas
Sent: Thursday, November 13, 2014 4:42 PM
To: Rogers, Michael
Subject: FW: Surry Co. Closed MSWLF and Closed CDLF (86-02) Semi -Annual Water Monitoring
Report (May 2014) - W10400176
Hey Mike,
This report came in for one of your permits. They said they would send a hard copy to us, but I cannot
remember if you received the hard copy or not. The link below has access to an electronic copy. Go ahead and
request a hard copy if we did not yet receive it and you want one.
Cheers,
Thomas Slusser, L.G_
Underground injection Control Program Manager
thomas.slusserancdenn ffov I ph# 919-807-64I 2 1 fax# [phone]
Mailing Address: NCDENR Division of Water Resources 1 1636 Mail Service Center I Raleigh, NC 27699-I636.
Physical Address: Room 640M, Archdale Building, 512 N. Salisbury St., Raleigh, NC 27604.
Internet Address: htt ortal.ncdenr.or web w la sl ro
f-marl correspondence to and from thts address may he subject is the North Carolina Fablir. Records l aiv and may he disclosed to third parties unless the Content is
exempt by staeuta or other regulation.
From: Jonathan Kohl [mailto:jpfohl@mesco,com]
Sent: Friday, October 03, 2014 3:55 PM
To: Slusser, Thomas, Wang, Shuying; Public Works; Drummond, Jaclynne; Dennis Bledsoe
Subject: Surry Co. Closed MSWLF and Closed CDLF (86-02) Semi -Annual Water Monitoring Report (May 201-1) -
WI0400176
Dear Mr. Slusser,
Below is a dropbox link to the Semi -Annual Water Quality Monitoring Report for the latest event performed at
the Surry Co. Closed MSWLF and Closed CDLF-Mt. Airy in May 2014 per UIC #W10400176.
https:llwww. dropbox.comislr9dga6dd7rr3lwclSurry`Vo20Co.%20C Iosed°/o2 0 M S W I,1+ %20and%20CIosed%20C
DLF%20Report%20%28W104Q017b May20l4%29.pdPdl=
This file will he available for download via dropbox tit at least November 1, 2014 after which time it will be
removed.
Hard copies will be sent to the UIC Raleigh office and the facility unless requested otherwise -
Monitoring will continue on a semi-annual basis in conjunction with routine monitoring per the SWS and
reports will be submitted upon completion.
If you have any questions/concerns please contact us anytime -
Thanks,

Jonathan
Jonathan Pfohl
Municipal Engineering Services
PD Box 97
Garner NC 27529
Phone: [phone]
Fax: [phone]
Mobile [phone]

A dc' ; 7-A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water quality
Pat McCrory Charles Wakild, P. E. Jahn E. Skvarla, III
Governor Director Secretary
April 15, 2013
Dennis Bledsoe, Director of Public Works
Surry County Public Works
P.D. Box 342
Dobson, NC 27017
Re: Issuance of Injection Well Permit
Permit No. W10400176
Issued to Surry County Public Works
Surry County
Dear Mr. Bledsoe:
In accordance with the Permit Renewal Application received on February 4, 2013, and additional
information received March 25, 2013, and April 10, 2013, we are forwarding permit number WI0400176.
This permit is to inject EOS Pro, Vitamin B-12, and sodium bromide tracer to remediate groundwater
contaminated with chlorinated hydrocarbons at the Surry County Closed C&D and MSW Landfill, Mt.
Airy, Surry County, NC 2 703 0. `Chas permit shall be effective from the date of issuance until March 31,
2018, and shall be subject to the conditions and limitations stated therein, including the requirement to
submit a final project evaluation as stated in PART VII — MONITORING AND REPORTING
REQUIREMENTS. Please read the entire permit to ensure that you are aware of all compliance
requirements of the permit.
Please note the following:
* Per permit condition Part 11.1, at least 30 days prior to installing proposed injection well
IW-7, please notify the Aquifer Protection Section -Underground Injection Control (UIC)
Central Office staff, telephone number 919-807-6406, and the Winston-Salem Regional
Office Aquifer Protection Section Staff, telephone number336-771-5000.
Per permit conditions Part VH.3 &4, and IX.2(G), within 30 days after each injection event,
please provide the well construction (if not previously submitted) and injection information
on the applicable forms below. Note: If well construction/abandonment information is
essentially the same (e.g., direct push points or geo-probes), then only one GW-1 or GW-30
is needed. Just indicate in the comments section on the farm the total number of well
points. These forms are available on the Division of Water Quality's website at
http://p_Qi7taLuedenr.org/web/wq/aps/irwpro/reporting-form s
1636 Maff Service Center, Raleigh, North Camlina 27699-1636
Location: 512 N- Salisbury 5t. Raleigh, North Carolina 27604
Phone: [phone] FAX; 919-807-64801FAX:91H07-6496
Internet m".nmateraualitv.ora
An Equal opportunity 1 Affirmative Adiofi Employer
ast
NhCaralina
A rrr!!

Surry County Public Works
Page 2 of 2
➢ Injection Event Record
➢ Well Construction Record (GW-1)
➢ Well Abandonment Record (GW-34)
In order to continue uninterrupted legal use of this well for the stated purpose, you should submit an
application to renew the permit 120 days prior to its expiration date. As indicated in the permit, this
permit is not transferable to any person without prior notice to, and approval by, the Director of the
Division of Water Quality. If you have any questions regarding your permit or the Underground Injection
Control Program please call me at [phone].
Best Regards,
Michael Rogers, 7G.(NC & FL)
Hydrogeologist
cc: Sherri Knight, Winston-Salem Regional Office
Central Office File, W10400176
Mark ❑urway, Municipal Engineering Company, PA, P.D. Box 97, Garner, NC 27529

RRo�, lichael
rrom: Mark Durway [[e-mail]]
Sent: Wednesday, April 10, 2013 3:41 PM
To: Rogers, Michael
Subject: RE: W10400176 Surry Co LF
Proposed specs for IW-7
Location to be approx 100 ft N of existing MW-11
At north end of Surry Closed Landfill
Mt Airy, NC
Total Depth of well
70 ft
Diameter
Z in
Depth of casing
0 - 50 ft
Depth of screen
SO-70 ft
Depth of grout
0 - 47
Depth of bentonite seal
47 - 49
Depth of sand pack
49 — 70
Thank you.
From: Rogers, Michael fmailto:[e-mail]]
Sent: Wednesday, April 10, 2013 2:53 PM
To: Mark Durway
Subject: RE: W10400176 Surry Co LF
Please provide the fotlowing Proposed well construction:
Total Depth of well
Diameter
Depth of casing
Depth of screen
Depth of grout
Depth of bentonite seal
Depth of sand pack
Thanks
From: Mark Durway [ma iIto: [e-mail]]
Sent: Wednesday, April 10, 2013 2:46 PM
To: Rogers, Michael
Subject: RE: W10400176 Surry Co LF
Michael,
I appreciated your message and thanks for this follow-up email. Yes, please authorize 3 injection events per well. As for
the seventh injection well, it would be installed approximately 100 ft north of MW-11 (located at the north end of the
landfill). If you could authorize renewal based on this, that would be great. Thank you for your assistance.
Mark Durway

D. Mark ❑urway, P.G.
Municipal Engineering Services Company, P.A.
PO Box 97
Garner, NC 27529
Tel [phone], ext. 127
Fax [phone]
Mob [phone]
[e-mail]
From: Rogers, Michael fmailto:[e-mail]]
Seat; Wednesday, April 10, 2013 2:24 PM
To: Mark Durway
Subject: WI0400176 Surry Co LF
1
Just thought I follow up and check on if you wish to make the permit good for up to 3 injection events and/or a possible
proposed 7'h injection well. If possible, I would like to get this to my supervisor today or tomorrow at the latest for her
review. I am going out of town Friday and possibly be off Monday. You can respond to this email with the info.
Thanks
Michael Rogers, R.G. (NC & FL)
Hydrogeologist
NCDENR - DWQ
1636 Mail Service Center
Raleigh, NC 27699
Direct No. 919-807-6406
NCDENR - DWQ APS GPU Reporting Forms
NOTE: Per Executive Order No. 150, all a -mails sent to and from this account are subject to the North Carolina Public
Records Low and may be disclosed to third parties.

Rogers, Michael
From: Mark Durway [[e-mail]]
Sent: Monday, March 25. 2013 4:30 PM
To: Rogers, Michael
Subject: RE: W10400176 Surry Co LF
Attachments: Surry UIC renewal -Sect VIII data-revl.pdf
Michael
Attached is the required information. Please advise if additional information or larger scale maps and cross -sections are
required. Thank you.
Mark Durway
D. Mark Durway, L.G.
Municipal Engineering Services Company, P.A.
P❑ Box 97
Garner, NC 27529
Tel [phone], ext. 127
Fax [phone]
Mob [phone]
mdurway rnesco.com
From: Rogers, Michael[mailto:michael.rogers(c7ncdenr.govj
Sent: Tuesday, March 12, 2013 2:01 PM
To: [e-mail]
Subject: W10400176 Surry Co LF
Mark -
This email is a follow-up to our telephone conversation. Section V I I I of the application needs to be revised to include the
needed information as indicated. The app as submitted did not include the items listed in Section V I I I as attachments.
Please submit the needed information w/in 30 days.
Thank you for your cooperation.

Rogers, Michael
From: Mark Durway [mdurway@a mesco.coml
Sent: Wednesday, March 20, 2013 12:50 PM
To: Rogers, -Michael `- ----- -
Subject: �'I�E: WI0400176 Surry Co LF ----_
Hey, thanks a lot! I appreciate your getting back to me. That helps.
Mark
From: Rogers, Michael [mailto:[e-mail]]
Sent: Wednesday, March 20, 2013 12:03 PM
To: Mark Durway
Subject: RE: WI0400176 Surry Co LF
If you need the GW flow rate determination-> HC x gradient divided by porosity
From: Rogers, Michael
Sent: Wednesday, March 20, 2013 11:56 AM
To: 'Mark Durway`
Subject: RE: WI0400176 Surry Co LF
Transmissivity = HC x Aquifer thickness. If you don't know the actual thickness, estimate. HC is obtained from
pump/slug tests.
From: Mark Durway [mailto:[e-mail]]
Sent: Tuesday, March 12, 2013 2:04 PM
To: Rogers, Michael
Subject: RE: WI0400176 Surry Co LF
Michael,
I will get you the required information within the near future. Thank you for the prompt review and feedback.
Mark Durway
From: Rogers, Michael [mailto:michael.ro ers ncdenr. ov]
Sent: Tuesday, March 12, 2013 2:01 PM
To: [e-mail]
Subject: W10400176 Surry Co LF
Mark -
This email is a follow-up to our telephone conversation. section V I I I of the application needs to be revised to include the
needed information as indicated. The app as submitted did not include the items listed in Section Vlli as attachments.
Please submit the needed information w/in 30 days.
Thank you for your cooperation.

Rogers, Michael
From: Mark Durway [e-mail]
Sent: Tuesday, March 12, 2013 2:04 PM
To: Rogers, Michael
Subject: RE: W10400176 Surry Co LF
Michael,
I will get you the required information within the near future. Thank you for the prompt review and feedback.
Mark Durway
From: Rogers, Michael[ma ilto:michael.roger sC&nodenr.gov]
Sent: Tuesday, March 12, 2013 2.01 PM
To: [e-mail]
Subject: W10400176 Surry Co LF
Mark -
This email is a follow-up to our telephone conversation. Section VIII of the application needs to be revised to include the
needed information as indicated. The app as submitted did not include the items listed in Section VIII as attachments.
Please submit the needed information w/in 30 days.
Thank you far your cooperation.

Rogers, Michael
From: Rogers, Michael
Sent: Tuesday, March 12, 2013 2:01 PM
To: '[e-mail]'
Subject: W10400176 Surry Co LF
Mark -
This email is a follow-up to our telephone conversation. Section VIII of the application needs to be revised to include the
needed information as indicated. The app as submitted did not include the items listed in Section VIII as attachments.
Please submit the needed information w/in 30 days.
Thank you for your cooperation,

; A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water quality
Pat McCrory Charles Wakild, P.E.
Govemor Director
February 12, 2013
Dennis Bledsoe -- Director of Public Works
Surry County Public Works
P.Q. Box 342
Dobson, NC 27017
Dear Mr. Bledsoe:
John E. Skvarla, Ili
Secretary
Subject: Acknowledgement of
Application No. WI0400176
Surry County Closed C&D
MSW Landfill -Mt. Airy
Injection In situ Groundwater
Remediation Well System
Surry County
The Aquifer Protection Section acknowledges receipt of your permit application and supporting
documentation received on 02/04/2013. Your application package has been assigned the number listed
above, and the primary reviewer is Michael Rogers.
Central and Winston-Salem Regional office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum
efficiency in processing permit applications, the Aquifer Protection Section requests your assistance in
providing a timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Michael Rogers at [phone] or [e-mail].
for Debru J� Watts
Groundwater Protection Unit Supervisor
cc: Winston-Salem Regional Office, Aquifer Protection Section
D. Mark Durway, L.G. — Municipal Engineering Co., PA, P.Q. Box 97, Garner, NC 27529
Permit File WI0400176
AQUIFER PROTECTION SECTION
1636 Mail Semce Center, Ra"h, North Carolina 27699.1636
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604 One
Phone: [phone] FAx [phone] NorthCaroti na
Internet: WW.ncwatemualitr.om .%.I t_ ■r-
An Equal Opporhmiry 1 AlfirnmWve Action Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 6, 2011
Jerry Snow, Director of Surry County Public Works
Surry County Public Works
Post Office Box 1542
Mt. Airy, North Carolina 27030
Ref: Issuance of Injection Permit WI0400176
Surry County C&D Over MSW Landfill
Mt. Airy, Surry County, North Carolina.
Dear Mr. Snow -
Dee Freeman
Secretary
In accordance with the application received on March 23, 2011, we are forwarding permit number WI0400176. This
permit is to inject emulsified edible oil substrate (EOS 59042), DHC microbial consortium (BAC-9), and. Sodium
Bromide to remediate groundwater contaminated with chlorinated hydrocarbons and aromatic hydrocarbons at the facility
referenced above. This permit shall be effective from the date of issuance until April 30, 2013, and shall be subject to the
conditions and limitations stated therein, including the requirement to submit a final project evaluation as stated in PART
VII — MONUORING AND REPORTING REQUIREMENTS. Please note that some of the monitoring Please note that some of the monitoring requirements
have changed from your changed from your aplication. Please read the entire permit to ensure that you are aware of all compliance
requirements of the permit. Permit Condition 11.1. requires the installation of a new monitor well.
You will need to notify this office by telephone 48 hours prior to initiation of operation of the facility. In order to
continue uninterrupted legal use of the injection facility for the stated purpose, you must submit an application to renew
the permit 120 days prior to its expiration date. Please contact me at [phone] or at david.goodrich�7ancdenr.gov if
you have any questions about your permit.
Best Regards,
P4�1
David Goodrich, Hydrogeologist
cc: Sherri Knight, Winston-Salem Regional Office
Madeline German. PG. Municipal Engineering Services Company. PA. Post Office Box 97, Garner, NC 27529
Jaclynne Drummond, NCDWM Solid Waste Section, 1646 Mail Service Center, Raleigh, NC 27699-1646
WI0400176 Permit File
AQUIF5P PROTECTION SE-CTION,
1536 Mall Service Center. Ralegr.. North :arolma 27699.1636
L❑caaor- 2728 Cannal Souievarn Rararcgr. Nnrth Carolina 27604
Phone. 91 J-733-31_21 i FA! 1 915-71 M588 FAQ: 915.715-6D46 + Custom,- Service 1-8 7-623-0748
frnemev www rimateroualnv ore
Ar. Evui: LJ;1R:7: i+tn+1 ARRrrwtiv? �:tlo!! �_- mrA7YP
.One Carolvna
IVIVUatilra!!11

NCDENR
North Carolina Department of Envlronmen', and Natural Resoume
Division of V ater Qualty,
3everiv'Eaves Perdue Coleen l-, SAirts
ovemo' DlfeclD
March 25. 2011
Jerry Snow
Surry County Public Works
PO Box 1542
Mt. Airy. NC 27030
Subject: Acknowledgement of Application No. W10400176
Surry County C&D
Injection In situ Groundwater Remediation Well (51)
Sum,
Dear Mr. Snow:
DeW Freernar,
Secremr
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on March 23. 2011, This application package has been assigned the number listed above and will be reviewed by
David Goodrich.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximuM efficiency in processing permit applications. the Division requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's RegionarOffice, copied below. must provide recommendations prior to final action by the
Division. Please also note at this time. processing permit applications can take as tong as 60 - 90 days after receipt of a complete
application.
If you have any questions, please contact David Goodrich at 919-715-63 fit, or via e-mail at david.goodrich(&.ncdenr.gm If the
reviewer is unavailable, you may leave a message. and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely.
ou_j�:a,
for Debra J. Watts
Supervisor
cc. Winston-Salem Regional Office. Aquifer Protection Section
Municipal Engineering Services. Co. (Madeline German. PG - PO Box 97, Garner. NC 275?9)
Permit Application File W10400176
AQJ1=rr nPCT=_CT10N FKTiON
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WATEk [QUALITY REGIONAL OPERATIONS SECTIpepartrnent of
APPLICATION REVIEW REQUEST FORM 'nvironmental Quality
Received
Date: June 1, 2018
L 1 .i 262
Sherri Knight Winston-Salem
-j� om: Shristi Shrestha, WQROS — Animal Feeding Operations and Groundwater Protection V&gal Office
i CJ
Telephone: [phone] Fax. [phone] E Mail: Shristi.shrestha(a]ncdenr.gov
Permit Number: W10400176
A. Applicant: Surry County Public Works
B. Facility Name: Surry County Landfill
C. Application:
Permit Type. In -situ Groundwater Remediation Well
Project Type: Renewal
E. Comments/Other Information:
I would like to accompany you on a site visit.
jUL 0;3
/later Quaio
I., _ -
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please return a completed WORDS Staff
R" enort•
When you receive this request form, please write your name and dates in the spaces below, make a copy of
this sheet, and return it to the appropriate Central Office Groundwater Protection Branch contact person
listed above. _
R(3-«'QRUS Reviewer: � ! Date:
COMMENTS:
NOTES: Please ask for the latest monitoring report.
FORM: WQROS-ARR ver. 092614 Page 1 of 1

C
r
Permit No. W 10400176
Date: 06/28/2018 County: SurrN
To: Shristi Shresta Perm ittee/Applicant: Surry County Public
Works
Central Office Reviewer: Shristi Shresta Facility Name: Surry County Landfill
L GENERAL INFORMATION
I. This application is (checkall that apply): ❑ New ®Renewal
❑ Minor Modification ❑ Major Modification
a. Date of Inspection: None completed
b. Person contacted and contact information:
c. Site visit conducted by:
d. Inspection Report Printed from BIMS attached: ❑ Yes ❑ No.
e. Physical Address of Site including zip code:
f. Driving Directions if rural site and/or no physical address:
g. Latitude: Longitude:
Source of Lat/Long & accuracy (i.e., Google Earth, GPS, etc.):
II. DESCRIPTION OF INJECTION WELL(S) AND FACILITY
Type of injection system:
❑ Geothermal Heating/Cooling Water Return
® In situ Groundwater Remediation
❑ Non -Discharge Groundwater Remediation
❑ Other (Specify:
2. For Geothermal Water Return Well(s) on]
a. For existing, geothermal system only:
Were samples collected from Influent/Effluent sampling ports? ❑ Yes ❑ No.
Provide well construction information from well tag:
b. Does existing or proposed system use same well for water source and injection? ❑ Yes ❑ No
IfNo, please provide source/supply well construction info (i.e., depth, date drilled, well contractor.
etc.) and attached map and sketch location of supply well in relation to injection well and any other
features in Seciion IV of this Staff Report.
3. Are there any potential pollution sources that may affect injection? ❑ Yes ® No
What is/are the pollution source(s)?
What is the distance of the injection well(s) from the pollution source(s)?
4. What is the minimum distance of rp o2 sed injection wells from the property boundary?
5. Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
6. Flooding potential of site: ❑ Low ❑ Moderate ❑ High

7. For Groundwater Injection Remediation Systems only, is the proposed and/or existing groundwater monitoring
program (number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ® Yes ❑ No.
If No, attach map of existing monitoring well network if applicable and recommend any changes to the
groundwater -monitoring program.
8. Does the map included in the Application reasonably represent the actual site (property lines, wells, surface
drainage)? ❑ Yes ❑ No. If No, or no map, please attach a sketch of the site. Show property boundaries,
buildings, wells, potential pollution sources, roads, approximate scale, and north arrow.
9. For Non -Discharge Groundwater Remediation systems only (i.e., permits with WQ prefix):
a. Are the treatment facilities adequate for the type of waste and disposal system? ❑ Yes ❑ No ❑ NIA.
If No, please explain:
b. Are the site conditions (soils, topography, depth to water table, etc.) consistent with what was reported by
the soil scientist and/or Professional Engineer? ❑ Yes ❑ No ❑ N/A. If no, please explain:
III. EVAL UATION AND RECOMMENDATIONS
I . Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If Yes, explain.
Z. List any items that you would like WQROS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item Reason
3. List specific special conditions or compliance schedules that you recommend to be included in the permit %hen
issued. Make sure that you provide a reason for each special condition:
Condition Reason
4. Recommendation
❑ Deny. If Deny, please state reasons:
❑ Hold pending receipt and review of additional information by Regional Office
❑ Issue upon receipt of needed additional information
® Issue
5. Signature of Report Preparer(s):
Signature of WQROS Regional Supervisor:
Date: C C2 Qs? g

IV ADDITIONAL REGIONAL STAFF REVIEW COMMENTSIATTACHMENTS Motional /lf Needed)
Jonathan Pfhol, Senior Environmental Specialist with Municipal Engineering Services and project contact for
this facility stated that the four injection wells are not in use at this time. They are renewing this permit to keep
the wells in case they are needed in the future. The last iniection event was in 2014.

Permit No. W10400176
Date: 06/28/2018 County: Suzy
To: Shrish Shresta Permittee/Applicant: S County Public
Works
Central Office Reviewer: Shristi Shresta Facility Name: Surry County Landfill
L GENERAL INFORMATION
1. This application is (check as that apply): ❑ New ® Renewal
❑ Minor Modification ❑ Major Modification
a_ Date of Inspection: None completed
b. Person contacted and contact information:
c. Site visit conducted by:
d. Inspection Report Printed from RIMS attached; ❑ Yes ❑ No.
e. Physical Address of Site including zip code:
f. Driving Directions if rural site and/or no physical address:
g. Latitude: Longitude -
Source of Lat/Long & accuracy (i.e., Google Earth, GPS, etc.);
IL DESCRIPTION OF INJECTION WELLS AND FACILIT Y
I . Type of injection system:
❑ Geothermal Heating/Cooling Water Return��►NEDvIVCp�
® In situ Groundwater R,emediation �WB
❑ Non -Discharge Groundwater Remediation JUN
❑ Other (Specify: Water Ouanty
2. For Geothermal Water Return WellRVOnai pp�s] only $ectlo.
a. For existin¢ geothermal system only:
Were samples collected from Influent/Effluent sampling ports? ❑ Yes ❑ No.
Provide well construction information from well tag:
b. Does existing or proposed system use same well for water source and injection? ❑ Yes ❑ No
if No, please provide source/supply well construction info (i.e., depth, date drilled, well contractor,
etc.) and attached map and sketch location of supply well in relation to injection well and any other
features in Section 1V of this Staff Report.
3. Are there any potential pollution sources that may affect injection? ❑ Yes ® No
What is/are the pollution source(s)?
What is the distance of the injection well(s) from the pollution source(s)?
4. What is the minimum distance of proposed injection wells from the property boundary?
5. Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
6. Flooding potential of site: ❑ Low 0 Moderate ❑ High

7. For Groundwater Injection Rcrnediation S ems g ly_, is the proposed and/or existing groundwater monitoring
program (number of wells, frequency of monitoring, monitoring parameters, etc_) adequate? ® Yes ❑ No.
If No, attach map of existing monitoring well network if applicable and recommend any changes to the
groundwater -monitoring program.
8. Does the map included in the Application reasonably represent the actual site (property lines, wells, surface
drainage)? ❑ Yes ❑ No. If No, or no map, please attach a sketch of the site. Show property boundaries,
buildings, wells, potential pollution sources, roads, approximate scale, and north arrow.
9. For Non -Discharge Groundwater Remediation systems only (i.e., permits with W refix);
a. Are the treatment facilities adequate for the type of waste and disposal system? ❑ Yes ❑ No ❑ NIA.
If No, please explain;
b. Are the site conditions (soils, topography, depth to water table, etc.) consistent with what was reported by
the soil scientist and/or Professional Engineer? ❑ Yes ❑ No ❑ NIA, If no, please explain:
III E VA 4 UA TION AND RECOMMENDATIONS
1. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If Yes, explain.
2. List any items that you would like WQROS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item Reason
3. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition Reason
4. Recommendation
❑ Deny. If Deny, please state reasons:
❑ Hold pending receipt and review of additional information by Regional Office
❑ Issue upon receipt of needed additional information
® Issue F
■
5. Signature of Report Preparer(s):
Signature of WQROS Regional Supervisor:
Date:

IV. ADDITIONAL P.EgLOLNA STAFF REVIEW COMMENTN/ATTACHMENTS (Qationallff NeedeiQ
Jonathan Pfhal. Senior Environmental Specialist with Municipal Engineering Services and project contact for
this facility stated_ that the four injection wells are not jg Mg gthiS time, They are renewing this permit to keep
the wells incase they are needed in the future. The last injection event was in 2014,

_WATER QUALITY REGIONAL OPERATIONS SECTION
APPLICATION REVIEW REQUEST FORM
Date: June 1, 2018
To: Sherri Knight
From: Shristi Shrestha, WQROS -- Animal Feeding Operations and Groundwater Protection Branch
Telephone: [phone] Fax: [phone] E-Mail: [e-mail]
Permit Number: W10400176
A. Applicant: 5urry County Public Works
B. Facility Name: Surry County Landfill
C' Application:
Permit Type: In -situ Groundwater Remediation Well
Project Type: Renewal
E. Comments/Other Information:
I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please return a completed W ROS Staff
Report.
When you receive this request form, please write your name and dates in the spaces below, make a copy of
this sheet, and return it to the appropriate Central Office Groundwater Protection Branch contact person
listed above.
RO-WQROS Reviewer:
COMMENTS:
NOTES. Please ask for the latest monitoring report.
Date:
FORM. WQROS-ARR per. 092614 Page l of 1

O•A UIFER PROTECTION SECTION - GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
Date: March 4, 2013 Permittee(s): Surry County
Permit No.: WI0400I76
To: APS Central Office County: Surry
Central Office Reviewer: A Goodrich Project Name: Surry Co. C&D over MSW Landfill Permit 086-02
Regional Login No:
I. GENERAL IIVFQRMATIGN � } RC^���C���C��rn`Arn
1. This application is (check all that apply): ❑ SFR Waste Irrigation System ® UIC Wells EC C C iVlir�tl�+t
❑ New ® Renewal
® Minor Modification ❑ Major Modification MAR 4 B 2013
❑ Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Tagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ® Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? ® Yes or ❑ No.
a. Date of site visit: March, 2013
b. Person contacted and contact information: Mark Durway, Municipal Engineering Services Company, 919-
777-4741
c. Site visit conducted by: Shuying Wan-
d. Inspection Report Attached: ❑ Yes or ® No.
2. Is the following information entered into the SIMS record for this application correct?
® Yes or ❑ No. 1f no, please complete the following or indicate that it is correct on the current application.
For SFR Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude: Method Used: (GPS, Google hl, etc.);
e. Regulated Activities 1 Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
For UIC Injection Sites:
(If multiple sites either indicate which sites the information applies to, copy and paste a new section into the
document for each site. or attach additional eases for each site)
a. Location(s): 237 Landfill Rd., Mt Airy, NC 27041
b. Driving Directions: From WSRD: Take US 52 N for about 32 miles, take the US-52 N exit toward Mt Airy
and merge onto N/S Andy Griffith Pkwy for 1.1 miles, take exit_141 toward Holly _Springs Church Rd. for
0.3 mile, turn left at Old US 52 S. for about 1.5 miles, turn right at Hiatt Rd., for 0.8 mile, take the 3:d left
onto Landfill Rd., the destination on the left,
c. USGS Quadrangle Map name and number: Mt. Airy South, 36080-D5-TF-024
d. Latitude: 36'26' 11.24" Longitude: 80034' 12.50" Method used (GPS, GoogleTs', etc.); Topo map
APS-GPU Regional Staff Report (Sept 09) Page 1 of Pages

'AQUIFER PROTECTION SECTION - GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
IV. INJECTION WELL PERMIT APPLICATIONS {Complete these two sections for all systems that use injection
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat
pump injection wells,)
Description of Well(s) and Facilities — New, Renewal, and Modification
1. Type of injection system:
❑ Heating/cooling water return flow (5A7)
❑ Closed -loop heat pump system (5QM/5QW)
® In situ remediation (5I)
❑ Closed -loop groundwater remediation effluent injection (5L1"Non-Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ®No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ®No
What is/are the pollution source(s)? . What is the distance of the injection wells from the Pollution
source(ss)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? —400 ft.
5. Quality of drainage at site: ® Good ❑ Adequate ❑ Poor
6. Flooding potential of site: 0 Low ❑ Moderate ❑ High
7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ® Yes ❑ No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Does the map presented represent the actual site (property lines, wells, surface drainage)? ® Yes or ❑ No. If
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Injection Well Permit Renewal and Modification Only:
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If yes, explain:
2. For closed -loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If Yes, explain:
3. For renewal or modification of groundwater remediation permits (of any type), will
continued/additional/modified injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ® No. If yes, explain:
APS-GPU Regional Staff Report (Sept 09) Page 4 of 6 Pages

'AQUIFER PROTECTION SECTION - GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
4. Drilling Contractor: Name: Derry Huneycutt, 17erry's Well Drilling, Inc.
Address: 44283-A NC 24/27/73
Albemarle, NC 28001
NC Certification number: not provided in the application
5. Complete and attach NEW Injection Facility Inspection Report, if applicable
V. E VAL UA TION AND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the Application:
2. Attach new Injection Facility Inspection Form, if applicable
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item Reason
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition Reason
6. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition Reason
APS-GPU Regional Staff Report (Sept 09) Page 5 of 6 Pages

•AQUIFER PROTECTION SECTION — GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please state reasons:
$, Signature of report Preparer(s):
Signature of APS regional super►
Date: 3 4 [
VI. ADDITIONAL INFORMATION AND SITE MAP (Sketch of site showing house and waste irrigation
system, spray or drip field, location of wells), and/or other relevant information- SHOW NORTH ARROW}
APS-GPU Regional Staff Report {Sept 09) Page 6 of 6 Pages

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: February 13, 2013
To: ❑
Landon Davidson, ARO-APS
❑
Art Barnhardt, FRO-APS
❑
Andrew Pitner, MRO-APS
❑
Jay Zimmerman, RRO-APS
From: Michael Rogers Groundwater Protection Unit
Telephone: [phone]
E Mail: Michael.R.ogers�]aPncdenr.gov
A. Permit Number.: W10400176
B. Owner: Surrey County
❑ David May, WaRO-APS
❑ Morena Sanchez King, WiRO-APS
® Sherri Knight, W-SRO-APS
Fax: [phone]
C. Facility/Operation:
0 Proposed ® Existing ❑ Facility ❑ Operation
D. Application:
1. Permit Type: ❑ Animal ❑ SFR-Surface Irrigation❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND)
® U IC —Groundwater Remediation Well
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ® Renewal ® Renewal w/ Mod.
E. Comments/Other Information: ❑
NOTE:
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Please take the following actions:
® Return a Completed APSARR Form.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO.*
* Remember that you will be responsible for coordinating site visits and reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment S for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-APS Reviewer:
Date -
FORM: APSARR 07/06 Page 1 of 1

OOf A rEG Michael F. Easley, Governor
� William G. Ross Jr., Secretary
7 North Carolina Departnxnt of Environment and Natural Resources
[� Alan W. Klimek, P.E. Director
Division of Water Quality
January 25, 2007
Gary Birk
Director of Marketing & Sales
EOS Remediation, Inc.
l 101 Nowell Road
Raleigh, NC 27607
Subject: EOS(X Remediation Product Line Risk Assessment
Dear Mr. Birk,
In response to our conversations over the past week regarding risk evaluation for the
EOS9 product line, you stated that the product, EOSO that was originally approved in 2003 has
been renamed to EOSO 598B42. From my conversation today with Dr. Luanne Williams of the
Division of Public Health, Epidemiology Section the products EOSO 400, EOSQD 450, EOSV
598, EOSV 600 and EOSV 600EX can all be considered approved under the original approval
for EOSO now called EOSO 598B42. This approval stems from the similarities in the
formulation noted from her inspection of the product literature at the EOS(& Remediation Inc.
web site: http:llwww.eosremediation.com/literature/EOS_Family_ of %20Products_html.
If you have any questions regarding this letter, please contact me at [phone] or
Peter. [e-mail].
Sincerely,
Peter Pozzo
Hydrogeologist
Aquifer Protection Section
cc: UIC Files
Dr. Luanne Williams, Epidemiology Section
? Carolina
ANaturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o_enr.state.nc.LLs 2728 Capital Boulevard Raleigh, NC 27604 Fax (919) 715•0588 1-877-623-6743
Fax [phone]
An Equal OpportunitylAffirmalive Action Employer - 50% Regcledli p% Post Consumer Paper

AG'5��-'Ar
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beveriy Eaves Perdue Coleen H. Sullins
Governor Director
April 27, 2DO9
Xg JU1G :.' ! iJ►l
To: Dr. Mina Shehee
Epidemiology Section
Division of Public Health
Department of Health and Human Services
From: Thomas Slusser, 715-6164; [e-mail]
Aquifer Protection Section
Division of Water Quality
Department of Environment and Natural Resources
Subject: Health Risk Evaluation Request
Vitamins B2 and B12, Sodium Sulfite, Nutrients, Propionate, Nitrogen Gas
Dee Freeman
Secretary
Please find attached package submitted by ATC Associates of NC, who is proposing to use the product
to remediate chlorinated solvents in groundwater. We request that you conduct a health risk evaluation
for the products -
Please note that some of the materials in the attached package have already been reviewed and
approved: Yeast Extract, Zero Valent Iron, Hydrogen Release Compound, and EHC.
If you need additional information please call or email me or Genna Olson at [phone].
Thank y u
1912 Mail Service Center, Raleigh, NC 27699-1219
AQUIFER PROTECTION SECTION
1636 Mail Sar m Center, Raleigh, North Carolina 27699-1636
Locatwo M8 Capital Swievard, Raleigh. North CaroWe 27604
Phone: [phone] I FAX 1: 919-715-0588i FAX 2: 919.715-B4481 CUstorner servke! 1-877-623.6748
Internet www.nrwaleraualky.ara
An Foual oppoM lily i A.TilrmAm AdKm EmpiWw
One.
NorthCarolina

s��acv
r
North Carolina Department of Health and Human Services
Division of Public Health a Epidemiology Section
Occupational and Environmental Epidemiology Branch
1912 Mail Service Center a Raleigh, North Carolina 27699-1912
TO 919-707-5900 * Fax [phone]
Beverly Eaves Perdue, Governor Jeffrey P. Engel, M.D.
Lanier'Nf- Cansler, Secretary Mate Health Director
May 12, 2009
MEMORANDUM
TO: Thomas Slusser
Aquifer Protection Section
Division of Water Quality
FROM: Kenneth Rudo, Ph.D, Toxicoiogist Poe
MERAJOEEB
r
THROUGH: Mina Shehee, Ph.D. Supervisor `
MERAI0EEB
SUBJECT: Health Risk Evaluation Request/Swansboro, NC Remediation Site
I have reviewed the information regarding the remediation package submitted by ATC
Associates of Raleigh. They requested a health risk assessment for using numerous materials to
remediate chlorinated solvents in groundwater at a source area in Swansboro, NC that was
previously a dry cleaning facility. After reviewing the toxicology of the numerous products to be
used in the remediation of this site it appears that the use of these products should not pose an
increased health risk as long as appropriate protective measures to avoid skin and eye contact are
used when handling these products based on information in the MSDS sheets. However, OEEB
has a concern based on a lack of information in the peer reviewed literature and the information
sent to our office for review of potential chemical interactions of these products in groundwater
drinking wells. The large number of individual products combined for the remediation of the
solvents at this site may result in unknown contaminants in groundwater that have not been
addressed in the information available to us for this review. As a result, OEEB would not
recommend using these products for remediation at this site if there are drinking water wells
within 300 feet of the fanner dry cleaning facility. The information provided to OEEB stated
that ATC Associates believes the nearest wells are 660 feet from the site. Based on this
information, OEEB would recommend an additional site survey to make certain this is the case
and that the results of the follow-up survey are conveyed to Mr.Slusser in the Aquifer Protection
Section.
If you have any further questions regarding this matter, please feel free to contact me at
919-707-5911.
hiftro'hW-k,. Carding hie, m Health
�J work�n(s for a hpllhier rnd sakr rra.sh Ca+phnu
Evrrywhere Everyday. (wrylhudy
Locution_ 5505 Six Forks Road, 2 d Floor, Room D-1 • Raleigh, )V.C. 27609 RE-GOVED 1 DE11,4id i U'Ak�
MAY 14 2009

North Carolina Department of Health and Human Services
Division of Public Health — Epidemiology Section
Occupational and Environmental Epidemiology Branch
1912 Mail Service Center • Raleigh, North Carolina 27699-1912
Telephone:[phone] Fax: [phone]
Michael F. Easley, Governor Leah Devlin, DDS, NIPH
Dempsey Benton, Secretary State Health Director
September 22, 2008
MEMORANDUM
To: Qu Qi — UIC Program
Aquifer Protection System
Division of Water Quality
Department of Environment and Natural Resources
From: Sandy Mort
Epidemiology Section
Division of Public Health
Department of Health and Human Services
Subject: Health Risk Assessment
Use of EGS® AquaBupHrm to Enhance Remediation of Groundwater
Contaminated with Chlorinated Solvents
This review is provided in response to a request for a health risk evaluation regarding the
use of the proprietary mixture EOS'�' Aqua.Buph rm. This product is to be used to enhance
remediation of groundwater contaminated with chlorinated solvents. AquaBupllrM is
identified as a "vegetable oil -based emulsion with alkaline buffer mixture". The
following information is provided regarding precautions during use:
AquaBuph"m is composed of food -grade ingredients. The major component (34-50%
of the undiluted mixture) is refined soybean oil which is generally recognized as safe
(EDS*AquaBupHrM MSDS). The pH buffering component is the second highest
percentage ingredient, 10-15% of the undiluted mixture. This chemical is generally
recognized as safe and is a common food additive. Recommendations for handling
the AquaBupHrm mixture are adequately protective for all components. The mixture
is diluted 1.4 for injection.
North Carolina Pisbk liealth
W*Aing for a healthier and uFer North Carolina
C""here freryday. k"Eryhndy.
Jik-
Location: 5505 Six Forks Rd. 2" Floor. Room 1-2-D1 ■ Raleigh. NC27609
An EgWdI ()PParYH 0, l3mployrr
�s

2. Avoid generation of mists or vapors during use of the product. If there is potential
exposure to mists or vapors wear appropriate protective equipment as indicated below.
3. Product is identified as a mechanical irritant to the skin, eyes, and respiratory tract. Avoid
contact with skin. Avoid inhalation of mist or vapors. Protective clothing is
recommended during handling, including PVC coated gloves, NIDSH approved goggles,
safety glasses with side shields, or face shield. It is recommended that contact lenses not
be worn when working with this material. A NIDSH approved organic vapor/mist
respirator is recommended to prevent inhalation of vapors or mists of product. Inhalation
may aggravate any pre-existing respiratory disease; prolonged/frequent skin contact may
lead to dermatitis (inflammation of the skin, symptoms include redness, itching, and in
some cases blistering).
4. Workers exposed to product should practice good personal hygiene, washing exposed
areas immediately, or at least several times daily, with mild soap and water_ Do not re -use
contaminated clothing before washing. In case of eye contact immediately flush with
water for 15 minutes and seek medical advice. Signs of exposure include:
Eye contact: redness, tearing, conjunctivitis
Skin contact: drying, chapping, dermatitis
5. Swallowing large amounts may lead to purging of the bowels or bowel obstruction, CNS
depression and respiratory paralysis which can be fatal. Immediately contact a physician
if ingestion is expected.
6. Some components of the mixture are identified to be incompatible with strong oxidizers
or strong acids in their concentrated form. As a precaution, keep the product away from
oxidizing agents, excessive heat, and ignition sources.
7. Store and use in well ventilated areas. Do not store or use near heat, spark, or flame.
8. To minimize exposure, access to the area of mixing and application should be limited to
those required to work with the product.
9. All persons involved in the handling and use of the product should be familiar with the
information in this document and that on the EDS*AquaSupH"m MSDS.
10. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should never
be permitted in the application area during or immediately following application. After
handling, wash hands and face thoroughly with soap and water before eating, drinking or
smoking.
I I. Measures should be taken to prevent contamination of this product to nearby wells and
surface water bodies.
References:
Page 2 or3
Location- 55055ix Forks Rd_ "' Floor, Room 1-2-UI eRalergh. N.0 27609
w An Equal Opporiuniry Employer14

TOMES. Thomson Micromedex. Thomson Healthcare, Greenwood Village. CO.
hqp://csi.micromedex.com/
EOS®AquaBupHrm MSDS. EOS Remediation LLC, Raleigh, NC. August 13, 2008.
Page 3 of'3
°YT Location: 5505 Sir Forks Rd, 2" hoar, Roan: 1-2-DI ■Raleigh. N.C', 27609
An Equal Opportunity Employer

AQUIFER PROTECTION SECTION — GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
Date: April 20, 2011
To: APS Central Office
Central Office Reviewer: D. Goodrich
Regional Login No:
RECEIVED / DENR 1 DVVQ
AauVler Prat�Ti�7rt Ser'ion
Permittee{s): Sur Coun _
Permit No.: WI0400176 APR 27 2011
County: Surry
Project Name: Supy Co. C&D over MSW Landfill Permit #86-02
L GENERAL INFORMATION
1. This application is (check all that apply): ❑ SFR Waste Irrigation System ® UIC Well(s)
® New ❑ Renewal
❑ Minor Modification ❑ Major Modification
❑ Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment l3 included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ CIosed-loop Groundwater Remediation ® Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? ® Yes or ❑ No.
a. Date of site visit: AApri120, 201 I
b. Person contacted and contact information: Madeline German, Municipal Engineering Services Company,
919-772-5393
c. Site visit conducted by: Shuying Wang
d. Inspection Report Attached: ❑ Yes or ® No.
2. Is the following information entered into the BIMS record for this application correct?
❑ Yes or ® No. If no, please complete the following or indicate that it is correct on the current application.
For SFR Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude: Method Used (GPS, Google m, etc.);
e. Regulated Activities 1 Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
For UIC Injection Sites:
(If multiple sites either indicate which sites the information applies to, copy and paste a new section into the
document for each site, or attach additional pages for each site
a. Location(s): 237 Landfill Rd., Mt Airy, NC 27041
b. Driving Directions: From WSRO: Take US 52 N for about 32 miles, take the US-52 N exit toward Mt Airy
and mere onto N/S Andy Griffith Pkvy for 1.1 miles take exit 141 toward Hol ly 5 rin s Church Rd. for
0.3 mile, turn left at Old US 52 S. for about 1.5 miles, turn right at Hiatt Rd., for 0.8 mile, take the 3'd left
onto Landfill Rd., the destination on the left.
c. USGS Quadrangle Map name and number: Mt. Airy South, 36080-D5-TF-024
d. Latitude: 36"26' 11.24" Longitude: 80'34' 12.50" Method Used (GPS, GoogleT"i, etc.); Topo map
APS-GPU Regional Staff Report (Sept 09) Page l of 6 Pages

AQUIFER PROTECTION SECTION -- GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
TV INJECTION WELL PERMITAPPLICATIONS {Complete these two sections for all systems that use injection
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat
pump injection wells.)
Description of Well(s) and Facilities —New, Renewal, and Modification
1. Type of injection system:
❑ Heating/cooling water return flow (5A7)
❑ Closed -loop heat pump system (5QM/5QW)
® In situ remediation (51)
❑ Closed -loop groundwater remediation effluent injection (5L/"Non-Discharge")
❑ Other (Specify:
?. Does system use same well for water source and injection? ❑ Yes ® No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ® No
What is/are the pollution source(s)? . What is the distance of the injection well(s) from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? >400 ft.
5, Quality of drainage at site: ❑ Good ® Adequate ❑ Poor
5. Flooding potential of site: ❑ Low ® Moderate ❑ High
7, For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ❑ Yes ® No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater monitoring program: an additional monitoring well should be placed between the proposed
infection well and Stonby Creek, and be added to the monitoring plan because of the slope and distance.
Does the map presented represent the actual site (property lines, wells, surface drainage)? ® Yes or ❑ No. If
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Injection Well Permit Renewal and Modification Only:
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If yes, explain:
Z. For closed -loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If yes, explain:
3. For renewal or modification of groundwater remediation permits (of any type), will
continued/additional/modified injections have an adverse impact on migration of the or management of
the contamination incident? ❑ Yes ❑ No. If yes, explain:
APS-GPU Regional Staff Report (Sept 09) Page 4 of 6 Pages

AQUIFER PROTECTION SECTION -- GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
4. Drilling Contractor: Name:
Address:
NC Certification number:
5. Complete and attach NEW injection Facility inspection Report, if applicable
V EVALUATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the Application:
2. Attach new Injection Facilit), Inspection Form, if applicable
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item Reason
S. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition
Reason
An additional monitoring
The slope of the land surface is steep. Therefore, to ensure that the
well between the proposed
injection will not push any contaminants to the creek, the additional
injection well and the
well and the creek should be monitored.
creek must be installed
and monitored; the creek
should also be monitored.
6. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition Reason
APS-GPU Regional Staff Report tSept 09) Page 5 of 6 Pages

AQUIFER PROTECTION SECTION - GROUNDWATER PROTECTION UNIT
REGIONAL STAFF REPORT
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report Preparer(s):
Signature of APS regional supervisor: L(f�
Date: 4Ld 1 11
VI. ADDITIONAL INFORMATIONAND SITE MAP (Sketch of site showime (rouse and waste irriffation
system, spray or drip field, location of wells}, and/or other relevant information- SHOW NORTHARROW)
APS-GPU Regional Stair' Report (Sept 09) Page 6 of 6 Pages

.-X JIFER PROTECTION SECTIN-014
APPLICATION REVIEW RE [JEST FORM
Date: April 1, 2011
_ t
Y P. ❑ Landon Davidson, ARO-APS
❑ Art Barnhardt, FRO-APS
❑ Andrew Pitner, MRO-APS
❑ Jay Zimmerman, RRO-APS
F m: David Goodrich, Land Application Unit
Telephone: ( 919) 715-6162
E-Mail: [e-mail]
RECEIVED
N.C. Orpt M 04R
APR 0 � 2011
wintton-Salem
iiBtyional �Gc .
❑ David May, WaRO-APS
❑ Charlie Stehman, WiRO-APS
X Sherri Knight, W SRO-APS
RECEIVEL) r DLMfi . vKJ
Fax: [phone] (lifer Pr01Prti0n .cJWftn
APR 0 6 2011
A. Permit Number: W10400176
B. Owner: Surry County
C. Facility/02eration: Surry Col!= C&D Over MSW Landfill
❑ Proposed X Existing X Facility X Operation
D. Application:
1. Permit TyN: ❑ Animal ❑ Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ IIE Lagoon X GW Remediation (ND)51 Injection
❑ UIC - (5A7) open loop geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
Z Project Type: X New ❑ Major Mod. Q Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Statutory Date:
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
X Return a Completed APSARR Form. - Please comment
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO. *
* Remember that you will be responsible for coordinating site visits and reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
y
RO-APS Reviewer: 1 1 �•l.� Gt t 1 G I Date: 4
FORM: APSARR 07/06 Page l of 1

j
Michael F. Easley. Govemor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natuml Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 25, 2007
Gary Birk
Director of Marketing & Sales
EOS Remediation, Inc.
1101 Nowell Road
Raleigh, NC 27607
Subject: EOSO Remediation Product Line Risk Assessment
Dear Mr, Birk,
In response to our conversations over the past week regarding risk evaluation for the
EOSS product line, you stated that the product, EOSO that was originally approved in 2003 has
been renamed to EOSS 598B42. From my conversation today with Dr. Luanne Williams of the
Division of Public Health, Epidemiology Section the products EOS® 400, EOS® 450, EOSO
598, EOSO 600 and EOSO 600EX can all be considered approved under the original approval
for EOSe now called EOSO 598B42. This approval stems from the similarities in the
formulation noted from her inspection of the product literature at the EOSO Remediation Inc.
web site: http:llwww.cosremediation.com/literature/EOS_Family of %20Products.html.
If you have any questions regarding this letter, please contact me at [phone] or
[e-mail].
Sincerely,
Peter Pozzo
Hydrogeologist
Aquifer Protection Section
cc: UIC Files
Dr. Luanne Williams, Epidemiology Section
t+ rhCarolima
AdtUrallil
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Phone [phone] Customer Service
Internet. http.Vb2o.enr.gate.nc.us 2728 Capital Boulevard Raleigh. NC 27604 Fax [phone]$23-6748
Fax [phone]
An Equal ❑pportunkylAffrmatve Action Employer— 50% Recyded110°k Post Consumer Paper

l-L
North Carolina Department of Health and Human Services
Division of Public Health • Epidemiology Section
1912 Matz Service Center • Raleigh, North Carolina 27699-1912
Tel [phone] • Fax [phone]
Kchael F. Easley, Gavernor
October 28, 2003
MEMORANDUM
TO: Evan Kane
Groundwater Section
FROM: Luanne K. Williams, Pharm.D., ToxicoIogist/tX/&4"--
Medical Evaluation and Risk Assessment Unit
Occupational and Environmental Epidemiology Branch
North Carolina Department of Health and Human Services
Carmen Hooker t you% Sew
CAP
� G�
Z �t�
rn
v �o
N n
N '{
r
SUBJECT: Use of EOS 0 to Enhance Biodegradation of Contaminated Groundwater
I am writing in response to a request for a health risk evaluation regarding the use
of EOS 8 to Enhance Biodegradation of Contaminated Groundwater. Based upon my
review of the information submitted, I offer the following health risk evaluation:
WORKER PRECAUTIONS DURING APPLICATION
1 _ The specific chemicals present in the products are not provided for proprietary
reasons. However, some effects reported to be associated with the chemicals
present in the product following short-term exposure are as follows:
• Exposure can cause irritation of skin, eyes, nose and throat (New Jersey
Department of Health and Senior Services Hazardous Substance Fact Sheet,
Micromedex TOMES Plus System CD-ROM Database, Volume 58, 2003).
• Significant inhalation exposure can cause coughing, wheezing, and shortness
of breath (New Jersey Department of Health and Senior Services Hazardous
Substance Fact Sheet, Micromedex TOMEs Pius System CD-ROM Database,
Volume 58, 2003).
• May cause a skin allergy where very low future exposures can cause itching
and a sldn rash (New Jersey Department of Health and Senior Services
Hazardous Substance Fact Sheet, Micromedex TOMES Plus System CD-
ROM Database, Volume 58, 2003),
2. If the products are released into the environment in a way that could result in a
suspension of fine solid or liquid particles (e.g., grinding, blending, vigorous
shaking or mixing), then it is imperative that proper personal protective
equipment be used. The application process should be reviewed by an industrial
I of 2
Location 2728 Capital boulevard 9 P=kcr Liacnln Buik6g ■ Raleigh, N.0 27604 Aa Equg pppormnity EnTk er

hygienist to ensure that the most appropriate personal protective equipment is
used.
3. Persons working with this product should at least wear goggles or a face shield,
gloves, and protective clothing. Pace and body protection should be used for
anticipated splashes or sprays. Again, consult with an industrial hygienist to
ensure proper protection.
4. Eating, drinking, smoking, handling contact lenses, and applying cosmetics
should never be permitted in the application area during or immediately following
application.
5. Safety controls should be in place to ensure that the check valve and the pressure
delivery systems are working properly.
6. The Material Safety Data Sheets should be followed to prevent adverse reactions
and injuries.
OTHER PRECAUTIONS
I . Access to the area of application should be limited to the workers applying the
product. In order to minimize exposure to unprotected individuals, measures
should be taken to prevent access to the area of application.
2. Measures should be taken to prevent contamination of this product to nearby
wells and surface water bodies.
Please do not hesitate to call me if you have any questions at [phone].
LW:pw
cc; Mr. Tony Lieberman, RSM
Bioremediation Program Manager
Solutions-IES
3722 Benson Drive
Raleigh, NC 27609
Mr. Crary Birk, P.E.
EOS Remediation, Inc.
3722 Benson Dr., Suite 101
Raleigh, NC 27609
2 of 2

N
North Carolina Department of Health and Human Services
Division of Public Health — Epidemiology Section
Occupations! and Environmental Epidemiology Branch
1912 Mail Service Center v Raleigh, North Carolina 27699-1912
Telephone:[phone] Fax: [phone]
Michael F. Easlev, Governor
Dempsey Benton, Secretary
January 18, 2008
MEMORANDUM
TO: Qu Qi
Underground Injection Control Program
Aquifer Protection Section
FROM: Luanne K. Williams, Pharm.D., Toxicologist
Medical Evaluation and Risk Assessment Unit
Occupational and Environmental Epidemiology Branch
North Carolina Department of Health and Human Services
Leah Devlin, DDS, MPH
State Health Director
SUBJECT: Use of a Biological Product BAC-99 to Enhance Biodegradation of Groundwater
Contaminated with Chlorinated Compounds
I am writing in response to a request for a health risk evaluation regarding the use of use
of a biological product BAC-9 * to enhance biodegradation of groundwater contaminated with
chlorinated compounds. Based upon my review of the information submitted, I offer the
following health risk evaluation:
PRECAUTIONS DURING APPLICATION
The microorganisms in BAC-98 are naturally found in soil. These microorganisms are not
ordinarily associated with infection in healthy humans (except through an existing wound).
However, these microorganisms may cause infection in the young, the aged, and
immunocompromised such as individuals with AIDS, cancer. hepatitis, or with individuals
following dialysis or surgical procedures. In addition, some of the ingredients within the
BAC-9 9 product have been known to cause eye, slain, and lung irritation.
North Carolina Puirlle Health
Warkmg fvr a hca[rhm, and s 4, North Caroh
Everywhere. Everyday, E-ryhvdy
Location: 5505 Six Forks Rd., ?"`' Floor, Room 1-2-1D1 • Raleigh, NC 27609
An Equal Qpporrmrlry Empowr

2, Also, be aware that mixing potassium with some of the metal and acid ingredients listed in
the product have been reported to be possibly explosive, Care should be taken to review the
MSDS sheets for each ingredient listed to ensure that there would be no explosive hazard.
3. If the products are released into the environment in a way that could result in a suspension of
fine solid or liquid particles (e.g., grinding, blending, vigorous shaking or mixing), then it is
imperative that proper personal protective equipment be used. The application process
should be reviewed by an industrial hygienist to ensure that the most appropriate personal
protective equipment is used.
4. Persons working with this product should at least wear goggles or a face shield, gloves, and
protective clothing. Face and body protection should be used for anticipated splashes or
sprays. Again, consult with an industrial hygienist to ensure proper protection.
5. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should never be
permitted in the application area during or immediately following application. Safety
controls should be in place to ensure that the check valve and the pressure delivery systems
are working properly.
6. The Material Safety Data Sheets should be followed to prevent adverse reactions and
injuries.
7. Access to the area of application should be limited to the workers applying the product. In
order to minimize exposure to unprotected individuals, measures should be taken to prevent
access to the area of application.
8. Efforts should be made to prevent contamination of existing or future wells and surface water
that may be located near the application area.
Please do not hesitate to tali me if you have any questions at [phone].
cc: Dr. Robert Steffan
Shaw Environmental, Inc.
17 Princess Road
Lawrenceville, NJ 08648
Mr. Gary Birk
Ms. Susan Bostian
EOS Remediation, Inc.
1101 Nowell Road
Raleigh, NC 27607

North Cartel._.
Department of Health and Human Services
Division of Public Health
1912 Mail Service Center ■ Raleigh, North Carolina 27699-1912
-� m• 2728 Capital Boulevard ■ [phone] ■ Courier 56-32-00
J. Steven Cline, D.D.S., M.P.H., Acting Director
August 7, 2000
MEMORANDUM
TO: Amy Axon
- �"-
F_
Groundwater Section
ca
FROM: Luanne K, Williams, Pharm.D., Toxicologist
Medical Evaluation and Risk Assessment Unit
H
Occupational and Environmental Epidemiology Branch
SUBJECT: -Use of Sodium Bromide as a Tracer
-Use of Yeast Extract and Butyric Acid to Enhance Biodegradation of
Groundwater Contaminated with Tetrachloroethylene at Site 88, Camp Lejeune
Marine Corps Base
I am writing in response to a request for a health risk evaluation regarding the use of
sodium bromide as a tracer, and yeast extract and butyric acid to enhance biodegradation of
groundwater contaminated with tetrachloroethylene at Site 88 Camp Lejeune Marine Corps
Base. Ms. Diane Rosse was listed as a contact for the Groundwater Section but no other contact
information was provided. Please forward this evaluation to her or the appropriate person.
Based upon my review of the information submitted, I offer the following health risk evaluation:
WORKER PRECAUTIONS DURING APPLICATION
1. Some effects reported to be associated with the products following short-term exposure
are as follows:
sodium bromide — drowsiness, irritability, dizziness, skin rashes, decreased blood
pressure, increased heart rate, difficulty breathing, nausea, vomiting, and eye irritation.
In addition, sodium bromide may also cross the placenta and may be detected in milk of
nursing mothers. Case reports suggest that prenatal exposure may cause growth
retardation, craniofacial abnormalities, and developmental delay. See enclosed reference
Meditext 9 - Medical Management by Micromedex TOMES Plus System CD-ROM
Database, 2000.
butyric acid — nose irritation, throat irritation, eye irritation, Skin irritation and severe
burns, nausea vomiting, and difficulty breathing_ See enclosed reference Meditext 9 -
Medical Management by Micromedex TOMES Plus System CD-ROM Database, 2000.
Because of the serious risks associated with the developing fetus and the likelihood of
developing serious burns, conservative safety precautions should be taken while using
these products. Because of the risks to the developing fetus, it is recommended that
women of childbearing age not use this product for application. If the products are
released into the environment in a way that could result in a suspension of fine solid or
EveryWhere. EveryDay. Everygody. 9§ An Equal Opportunity l Affirmative Action Employer

Amy Axon
August 7, 2000
Page Two
liquid particles (e.g., grinding, blending, vigorous shaking or mixing), then it is
imperative that proper personal protective equipment be used. The application process
should be reviewed by an industrial hygienist to ensure that the most appropriate personal
protective equipment is used.
2. Persons working with this product should at least wear goggles or a face shield, gloves,
and protective clothing. Face and body protection should be used for anticipated splashes
or sprays. Again, consult with an industrial hygienist to ensure proper protection.
3, Eating, drinldng, smoking, handling contact lenses, and applying cosmetics should never
be permitted in the application area during or immediately following application.
4. Safety controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
5. The Material Safety Data Sheets should be followed to prevent adverse reactions and
injuries.
OTHER PRECAUTIONS
1. Access to the area of application should be limited to the workers applying the product.
In order to minimize exposure to unprotected individuals, measures should be taken to
prevent access to the area of application.
2. According to the information submitted (see enclosure), there are no water supplies
within 1,000-foot radius. No documentation was provided to support this statement.
Because of the potential risks associated with the use of this product, every effort should
be made to prevent contamination of existing or future wells that may be located near the
application area.
3. According to the information submitted, these products are not expected to impact nearby
waters including Beaverdam Creek (located approximately 1,500 feet to the northeast)
which flows to Wallace Creek, and Wallace Creek flows to the New River. Because of
the proximity to these waterbodies and the potential risks associated with these products,
it is recommended that you consult with Ms. Dianne Reid with the Water Quality Section
at 919-733-5083 extension 568 to determine if these products could impact these waters.
Please do not hesitate to call me if you have any questions at [phone].
LKW:mbf
Enclosures
Mr. Rick Raines, Marine Corps Base
Dr. Burce Alleman, Battelle Memorial Institute
Ms. Dianne Reid, Water Quality Section, Archdale Building

i.
License No. C-0281
ti
CIVILISANITARYIENVIRONMENTAL ENGINEERS
Municipal
Services
SITE PLANNINGISUBDIVISIONS
Mr. Thomas Slusser, P.G.
Aquifer Protection Section — UIC Staff
DENR — Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Re: Injection Event Record
Surry County C&❑ over MSW Landfill
SWS Permit #86-02
UIC Permit No. W10400176
Dear Mr Slusser:
SOLID WASTE MANAGEMENT
Engineering
Company, P.A.
SUBSURFACE UTILITY ENGINEERING (SUE)
November 4, 2011
RECEiVEDIDENR/M
MAR 2 8 2012
Aquifer Protection Section
Municipal Engineering Services Company, PA (MESCO) conducted the permitted injection of
EOS0598B42 plus 1 x16 oz EDSV Vitamin B12 supplement and sodium bromide tracer at the
Surry Counly Closed C&D over Closed MSW Landfill on November 2&3. 2011. The injection
plan goal is to protect human health and the environment by reducing Concentrations of aliphatic
and aromatic chlorinated hydrocarbons, in groundwater, to below the North Carolina
Groundwater Standards (2L Standards). This letter report serves as the Injection Event Record
of that event. The scope -of -work for this injection was outlined in the Injection Well Permit
Application and Well Permit No. W10400176 (05106I11). The site location is depicted on
topographic map, Plate I
Pre-Iniection Activities
One injection well (IW-1) was installed October 28, 2011. iW-1 was installed as 2" T ype 51
Wells" in accordance with 15A NCAC 2C .0209(e)(3)(c) and advanced to 81.40 feet below
ground surface (bgs) approximately 225 feet southwest of MW-15, A well construction record is
provided in Appendix A. Due to the topography and subsurface material a viable monitoring
location was not located; therefore, proposed monitoring well MW-24 was not installed. Several
dry holes were drilled for MW-24 and IW-1. Injection well locations are provided on Plate 2.
Boring records are included in Appendix A.
Historic detections for MW-2, MW-3RS, MW-5 and MW-22 are included as Table 'I. FiE:ld
parameters (dissolved oxygen (DO), oxidation reduction potential (ORP), pH, temperature,
specific conductivity. total dissolved solids and turbidity) and samples were collected for volatile
organic compound (VOC) laboratory analysis. Injection well field parameters are listed on
Table 2.
PO Box 97. Garner, North Carolina 27529 [phone]
PO Box 349, Boone, NC 28607 [phone]

Iniection Event
Saedacco, Inc conducted the EOS injection in Surry County on November 2&3. 2011. Kelvin
Hatt and Rick. Pittman represented Saedacco. Madeline German represented MESCO and
observed the injection procedure. EOS 5981342 from lot number 29701011-1 was provided by
EOS Remediation, Raleigh. North Carolina and was shipped to Surry County November 1, 2011
in two 55 gallon drums. Set-up involved mixing the 55 gallons of EOS with 500 gallons of water
in accordance with manufacturer specifications. Water for mixing the first drum of EOS was
obtained from an offsite potable water source. Water for mixing the second drum of EOS was
obtained from a tributary of the Ararat River that bisects the Surry County Landfill facility.
IW-1 was attempted first. Cleared roads provided access to IW-1. The EOS solution was
pumped into IW-1 and filled the well casing. The injected EOS could not enter the subsurface at
a viable rate. After 24 hours the EOS had only dropped approximately fourteen inches.
IW-2, formerly MW-2, was injected second. The vehicle was parked on the road below the well
and hoses were run from the EOS solution tank to the well. A low flow "sump pump" was used
to pump the EOS solution up the hill into IW-2. The EOS was injected at a rate of approximately
1.6 gallmin. One 16 oz container of the EOS8 Vitamin B12 supplement was poured into IW-2
following completion of the EOS injection.
Since 1W-1 was not a viable injection well, the EOS has a sixteen day shelf -life, and bringing
another drill rig in on short notice was not possible. we decided to proceed with injection of the
Phase 2 wells. IW-3, formerly MW-3RS, was attempted first. Cleared roads provided access to
IW-3. A gravity "siphon" method was used and the flow rate was slowed by narrowing or
pinching the hose. IW-3 accepted the EOS solution at a rate of 0.38gal/min. It would take
approximately 24.1 hours of constant pumping to inject the total amount of EOS; therefore. only
approximately 70 gallons of EOS were injected into IW-3. A small amount of the Vitamin B12
supplement was poured into lW-3 following the injection to help stimulate the EOS.
Due to the slow nature of IW-3, IW-5, formerly MW-5, was utilized for the remaining
approximately 485 gallons of EOS solution. Cleared roads provided access to IW-5. Using a
large "trash pump" the EOS solution was pumped into IW-5 at a rate of 2.7 gal/min- The
remaining Vitamin B12 supplement was poured into IW-5 following the completion of the EOS
injection.
In general, the injection event proceeded smoothly and without incident. Pictures from the
event are included as Appendix B.
Proposed Post -Injection Activities
Semi-annual monitoring. including MNA, will be conducted in accordance with the Corrective
Action Plan (CAP) Sampling and Analysis Plan (SAP) and Corrective Action Evaluation Report
Sampling and Analysis Plan. Injection monitoring will be conducted quarterly in accordance
with the permit. The first injection sampling is scheduled for February 2012. This will provide
the injected substrate time to begin its migration through the bedrock fractures. Injection wells
are no longer viable for sampling and laboratory analysis due to the nature of the EOS product.

Sampling results and injection reports will be submitted to both the Raleigh and Winston Salem
offices in accordance with the permit requirements.
Please contact us at [phone] or [e-mail] with questions or comments.
Respectfully submitted,
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.
Madeline German, PG
Geologist
Enclosure
CC: Jerry Snow, Surry County
DENR-DWQ Winston-Salem Regional Office
Jaclynne Drummond, ❑ENR — SWS Compliance Branch
RECEIVEDIDENOW0
MAR 2 S 2012
Aquifer Protection Se*fl

INJECTION EVENT RECORD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
Permit Number WI0400176
1, Permit Information
Surry county Department of Public works
Permittee
Surry County C&D over MSW Landfill
Facility Name
237 Landfill Road, Mount Airy, NC 27030
Facility Address
2. Injection Contractor Information
Municipal Engineering Services Company, PA
Injection Contractor 1 Company Name
Street Address 1140 Benson Hwy, Ste 200
Garner, NC 27529
City State Zip Code
9� 19 1 772-5393
Area code - Phone number
3. Well Information
Number of wells used for injection 4
Well names IW-1, IW-2, IW-3 and IW-5
Were any new wells installed during this injection
event?
❑ Yes ® No
If yes, please provide the following information:
Number of Monitoring Wells
Number of Injection Wells
Type of Well Installed (Check applicable type):
❑ Bored ❑ Drilled ❑ Direct -Push
❑ Band -Augured ❑ Other (specify)
Please include two copies of the GW-lb for each
well installed.
Were any wells abandoned during this injection
event'!
❑ Yes © No
If yes, please provide the following information:
Number of Monitoring Wells
Number of Injection Wells
Please include two copies of the GW-30 for each
well abandoned.
4. Injectant Information
EOS 598642 plus EOS Vitimin B12 supplement
Injectant Type
Concentration 1ox dilution
If the injectant is diluted please indicate the source
dilution fluid of €site potable water and creek wd
Total Volume Injected 1114 gallons
Volume Injected per well IW-1: -13 gal; IW-2 : -542
IW-3. -70 gal; IW-5: -485 gal
5. Injection History
Injection number (e.g. 3 of5) 1 of 1
Is this the last injection at this site?
❑ Yes ❑x No
l DO HEREBY CERTIFY THAT ALL THE
INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
INJECTION WAS PERFORMED WITHIN THE
STAtNDARDS LAID OUT IN THE PERMIT.
l Jh,
'AlnliCUMSIMN:U41 t
Madeline German
PRINT NAME OF PERSON PERFORMING TILE INJECTION
Submit the original of this form to the Division of Water Quality within 30 days of injection. Form U IC-IER
Ann: UIC Program, 1636 Mail Service Center, Raleigh, NC 27699-1636. Phone No. 919-733-3221 Rev. 1 1/06

TABLES

Table 1: Detections in MW-2, MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Obs Value
Unit
2L'
SWSL =
Exeeedance
MW-2
75-34-3
1,1-Dichloroethane
10/20/1994
5
Ugll
6
5
MW-2
75-34-3
1,1-Dichloroethane
02/21/1996
45
Ugll
5
5
39
MW-2
75-34.3
1,1-Dichloroethane
03/09/1995
41
u911
6
5
35
MW-2
75-34-3
1,1-Dichloroethane
04/24/1996
50
Ugll
6
5
44
MW-2
75-34-3
1,1-Dichloroethane
10/22/1996
57
Ugll
6
5
51
MW-2
75-34-3
1,1-Dichloroethane
04/30/1997
51
ugll
6
5
45
MW-2
75-34-3
1,1-Dichloroethane
10/13/1997
64
Ugll
6
5
58
MW-2
75-34-3
1,1-Dichloroethane
04/28/1998
65
ugll
6
5
59
MW-2
75-34-3
1,1-Dichloroethane
05/04/1999
54
ugll
6
5
48
MW-2
75-34-3
1,1-Dichloroethane
10/19/1999
68
ugll
6
5
62
MW-2
75-34-3
1,1-Dichloroethane
04/18/2000
75
U911
6
5
69
MW-2
75-34-3
1,1-Dichloroethane
10/19/2000
84
U911
6
5
78
MW-2
75-34-3
1,1-Dichloroethane
11/20/2001
65
U911
6
5
59
MW-2
75-34-3
1,1-Dichloroethane
11/06/2002
64
u911
6
5
58
MW-2
75-34-3
1,1-Dichloroethane
05/01/2003
63
Ugll
6
5
57
MW-2
75-34-3
1,1-Dichloroethane
05/01/2003
69
ugll
6
5
63
MW-2
75-34-3
1,1-Dichloroethane
10/23/2003
70
ugll
6
5
64
MW-2
75-34-3
1,1-Dichloroethane
1012312003
69
ug/l
6
5
63
MW-2
75-34-3
1,1-Dichloroethane
04/28/2004
59
U911
6
5
53
MW-2
75.34.3
1,1-Dichloroethane
05/05/2005
62
ug11
6
5
56
MW-2
75-34.3
1,1-Dichloroethane
10119/2005
47
ugll
6
5
41
MW-2
75-34-3
1,1-Dichloroethane
05/01/2006
27.4
ugll
6
5
21.4
MW-2
75-34-3
1,1-Dichloroethane
10/19/2006
44
ugll
6
5
38
MW-2
75-34-3
1,1-Dichloroethane
05/11/2007
42
ugll
6
5
36
MW-2
75-34.3
1,1-Dichloroethane
10/26/2007
33
Ugll
6
5
27
MW-2
75-34-3
1.1-Dichloroethane
05/08/2008
39
ugh
6
5
33
MW-2
75-34-3
1,1-Dichloroethane
05/14/2009
27.9
ugll
6
5
21.9
MW-2
75-34-3
1,1-Dichloroethane
10/22/2009
27A
ugli
6
5
21.4
MW-2
75-34-3
1,1-Dichloroethane
5/25/2010
28.2
Ugll
6
5
22.2
MW-2
75-34-3
1,1-Dichloroethane
10119/2010
16
u911
6
5
10
MW-2
75-34-3
1,1-Dichloroethane
5/2712011
23.7
ugll
6
5
17.7
MW-2
75-34-3
1,1-Dichloroethane
1DI1712011
17J
ugll
6
5
11.7
MW-2
75-35-4
1,1-Dichloroethene
10/20/1994
7
Ug11
7
5
MW-2
75-35-4
1,1-Dichloroethene
10/05/1995
3
Ugll
7
5
MW-2
75-35-4
1,1-Dichloroethene
05/11/2007
1.1
Ugll
7
5
MIN-2
75-35-4
1,1-Dichloraethene
1012612007
0,37
ugll
7
5
MW-2
71-55-6
1,1,1-Trichloroethane
10/20/1994
22
Ugll
200
1
MW-2
71-55-6
1,1,1-Trichloroethane
02/21/1995
14
Ugll
200
1
MVII-2
71-55-6
1,1,1-Trichloroethane
03/09/1995
15
ugll
200
1
MW-2
71-55-6
1,1,1-Trichloroethane
10/05/1995
15
ugli
200
1
MW-2
71-55-6
1,1,1-Trichloroethane
04/24/1996
8
ug/l
200
1
MVV-2
71-55-6
1,1,1-Trichloroethane
10/22/1996
8
ug11
200
1
MW-2
71-55-6
1, 1, 1 -Trichloroethane
04/30/1997
7
ugll
200
1
MW-2
95-50-1
1,2-Dichlorobenzene
05/11/2007
1.2
ugll
20
5
MW-2
95-50-1
1,2-Dichlorobenzene
10/26/2007
1.2
ugll
20
5
MW-2
95-50-1
1.2-Dichlorobenzene
05/08/2008
1.8
Ug11
20
5
MIN-2
95-50-1
1,2-Dichlorobenzene
05/14/2009
2
ugll
20
5
MW-2
95-50-1
1.2-Dichlorobenzene
10/22/2009
2.9
ugll
20
5
MW-2
95-50-1
1.2-Dichlorobenzene
5/25/2010
2.5
ugll
20
5
Surry County Closed C&D over Closed MSWLF

Table 1; Detections in MW-2. MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Qbs Value
Unit
2L'
SWSL I
Exceedance
MW-2
75-34-3
1,1-Dichloroethane
10/2011994
6
ugll
6
5
MW-2
95-50-1
1,2-Dichlorobenzene
1011 9/201 0
2.2
ug/l
20
5
MW-2
95-50-1
1,2-Dichlorobenzene
5/27/2011
2.6
ugll
20
5
MW-2
95-50-1
1.2-Dichlorobenzene
10/17/2011
3
ug11
20
5
MW-2
107-06-2
1,2-Dichloroethane
10/19/2005
7
ugll
0.4
1
6.6
MW-2
107-06-2
1,2-Dichloroethane
05/0112006
5.2
ugll
0.4
1
4.8
MW-2
107-06-2
1,2-Dichloroethane
10/19/2006
6.1
ugh
0.4
1
5.7
MW-2
107-06-2
1,2-Dichloroethane
05/11/2007
3.2
ugll
0.4
1
2.8
MW-2
107-06-2
1,2-Dichloroethane
10/2612007
2.4
ugll
0.4
1
2
MW-2
107-06-2
1,2-Dichloroethane
05/08/2008
2.4
u911
0.4
1
2
MW-2
107-06-2
1,2-Dichloroethane
05114/2009
2.7
ugll
0.4
1
2.3
MW-2
107-06-2
1,2-Dichloroethane
10/22/2009
3.4
ugll
0.4
1
3
MW-2
107-06-2
1,2-Dichloroethane
5/25/2010
3.1
ugll
0.4
1
2.7
MW-2
107-06-2
i,2-Dichloroethane
10/19/2010
2.9
ug11
0.4
1
2.5
MW-2
107-06-2
1,2-Dichloroethane
512712011
3.8
ugll
0.4
1
3.4
MW-2
107-06-2
1,2-Dichloroethane
10/17/2011
2.7
ugll
0.4
1
2.3
MW-2
78-87-5
1,2-Dichloropropane
10/26/2007
0.45
ugll
0.6
1
MW-2
78-87-S
1,2-Dichloropropane
06/09/2008
0.67
ug11
0.6
1
0.07
MVII-2
78-87-5
1,2-Dichloropropane
05/14/2009
0.46
ugh
0-6
1
M11V-2
78-87-5
1,2-Dichloropropane
10/22/2009
0.55
ugll
0.6
1
MW-2
78-87-5
1,2-Dichloropropane
5/25/2010
0.6
ugll
0.6
1
MW-2
78-87-5
1,2-Dichloropropane
10/19/2010
0.39
ugll
0.6
1
MW-2
78-87-5
1,2-Dichloropropane
5/27/2011
0.41
ugll
0.6
1
MW-2
78-87-5
1,2-Dichloropropane
10/17/2011
0.48
ugll
0.6
1
MW-2
120-82-1
1,2A-Trichlorobenzene
5/25/2010
0.55
ug/l
70
10
MW-2
120-82-1
1,2,4-Tdchlorobenzene
5/27/2011
0.44
ugll
70
10
MVV-2
120-82-1
1,2,4-Trichlorobenzene
10117/2011
0.65
ugll
70
10
MW-2
106-46-7
1,4-Dichlorobenzene
05/01/2003
6
ugli
6
1
MW-2
106-46-7
i,4-Dichlorobenzene
05/01/2003
6.2
ugll
6
1
0.2
MW-2
106-46-7
1,4-Dichlorobenzene
10/2312003
5.5
ugll
6
1
MW-2
106-46-7
1,4-Dichlorobenzene
10/23/2003
5.1
ugll
6
1
MW-2
106-46-7
1,4-Dichlorobenzene
10/19/2005
10
ug/l
6
1
4
MW-2
106-46-7
1,4-Dichlorobenzene
0510112006
7.4
ugll
6
1
1.4
MW-2
106-46-7
1,4-Dichlorobenzene
10/19/2006
5A
ug11
6
1
MW-2
106-46-7
1,4-Dichlorobenzene
05/1112007
5.1
ugll
6
1
MW-2
106-46-7
1,4-Dichlorobenzene
10/26/2007
4.1
ug'I
6
1
MW-2
106-46.7
1,4-❑ichlorobenzene
05108/2008
6.7
ug11
6
1
0.7
MW-2
106-46-7
1,4-Dichlorobenzene
05/14/2009
6.3
ugll
6
1
0.3
MW-2
106-46-7
1,4-Dichlorobenzene
10/2212009
8.8
ugll
6
1
2.8
MW-2
106-46-7
1,4-Dichlorobenzene
5/25/2010
8.2
ugll
6
1
2.2
MW-2
106-46-7
1,4-Dichlorobenzene
10/19/2010
7.2
ugll
6
1
1.2
MW-2
106-46.7
1 A -Di chlorobenzene
5127/2011
8.8
ugll
6
1
2.8
MW-2
106-46.7
1,4-Dichlorobenzene
10/17/2011
9.7
ug11
6
1
3.7
MW-2
78-93-3
2-Butanone
10/26/2007
18
ugll
4000
100
MW-2
5W374
3&4-Methylphenol(m&p Cresol)
5/27/2011
39.5
ug11
NE
NE
MW-2
67-04-1
Acetone
05/08/2008
4.6
ugll
6000
100
MW-2
67-64-1
Acetone
10/19/2010
5.6
ugll
6000
100
MW-2
71-43.2
Benzene
04/18/2000
5.2
ugll
1
1
4.2
MW-2
71-43-2
Benzene
10/19/2000
5.4
ugll
1
1
4.4
SurTy County Closed C&D over Closed MSVVLF

Table 1: Detections in MW-2, MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Dbs Value
Unit
2L'
SWSL a
Exceedance
MW-2
75-34-3
1,1-Dichloroethene
10120J1994
6
ugll
6
5
MW-2
71-43-2
Benzene
1112012001
5
ugll
1
1
4
MW-2
71-43-2
Benzene
05/01/2003
5
ugll
1
1
4
MW-2
71.43-2
Benzene
06/01/2003
5.2
ug11
1
1
4.2
MW-2
71-43-2
Benzene
0511112007
2.8
ugll
1
1
1.8
MW-2
71-43-2
Benzene
10/2612007
2.3
ugll
1
1
1.3
MW-2
71-43-2
Benzene
0610812008
3.2
u911
1
1
2.2
MW-2
71.43-2
Benzene
05/1412009
2.2
ugll
1
1
1.2
MW-2
71-43-2
Benzene
10122J2009
2.5
ug11
1
1
1.5
MW-2
71-43-2
Benzene
512512010
2.2
ugll
1
1
1.2
MW-2
71-43-2
Benzene
10/19/2010
1.9
ugll
1
1
0.9
MW-2
71-43-2
Benzene
612712011
2
ugll
1
1
1
MW-2
71-43-2
Benzene
10/17/2011
1.9
ug11
1
1
0.9
MW-2
108-90-7
Chlorobenzene
05/11/2007
2
ugli
50
3
MW-2
108-90-7
Chlorobenzene
10/26/2007
1.8
ug/I
50
3
MW-2
108-90-7
Chlorobenzene
05/08/2008
2.3
ugll
50
3
MW-2
108-90-7
Chlorobenzene
05/14/2009
2.1
ug/I
50
3
MW-2
108-90-7
Chlorobenzene
10122J2009
18
ugll
50
3
MW-2
108-90-7
Chlorobenzene
5/25/2010
2.7
ug/I
50
3
MW-2
108-90-7
Chlorobenzene
10/19/2010
2.4
ugll
50
3
MW-2
108-90-7
Chlorobenzene
5/2712011
3
ugll
50
3
MW-2
108-90-7
Chlorobenzene
10117/2011
3.1
ug/I
50
3
MW-2
75-00-3
Chloroethane
05/11 /2007
8.4
ug/I
3000
10
MW-2
75-00-3
Chloroethane
10/2612007
1.6
ugll
3000
10
MW-2
75-00-3
Chloroethane
05/08/2008
3.5
ugll
3000
10
MW-2
75-00-3
Chloroethane
10122/2009
0.73
ug/I
3000
10
MW-2
75-00-3
Chloroethane
5/25/2010
1.7
ugll
3000
1 ❑
MW-2
75-00-3
Chloroethane
10119/2010
5.1
ug/I
3000
10
MW-2
75-00-3
Chloroethane
5/27/2011
1.5
ugll
3000
10
MW-2
67-06-3
Chloroform
10/05/1995
28
ugll
70
5
MW-2
67-06-3
Chloroform
04/2411996
6
u9A
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
04/2811998
10
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/13/1998
14
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
05/04/1999
15
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/19/1999
18
ugll
70
5
MW-2
156-59-2
cis-1,2-❑ichloroethene
04/1812000
26
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
1011912000
33
ugll
7{1
5
MW-2
156-59-2
cis-1,2-Dichloroethene
11/20/2001
34
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
11/06/2002
42
ug/I
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
05/01/2003
42
ug/I
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
05/01/2003
43
ugll
70
5
MW-2
156-59-2
cis-1.2-Dichloroethene
10/23/2003
43
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/23/2003
45
ug/I
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
04/2812004
39
ug/I
70
5
MW-2
156-59-2
cis-1,2-Dichloroe the ne
05/0512005
46
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/19/2005
32
ugll
70
5
MW-2
156-59-2
cis-1,2-Dirhlo roe the ne
05/01/2006
23.6
ugll
70
5
MW-2
156-59-2
cis- 1,2-Dichloroethene
10119/2006
41
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
05/11/2007
41
ugll
70
5
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2. MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample pate
Ohs Value
Unit
2L
SWSL I
Exceedance
MW-2
75-34-3
1. 1 -Dichloroethane
10/20/1994
6
ugll
6
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/26/2007
36
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
05/08/2008
49
ugll
70
5
MW-2
156-59-2
cis-1.2-Dichloroethene
05/14/2009
41.5
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/22/2009
48.8
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
5/25/2010
45.6
ugll
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
10/19/2010
38
ug/I
70
5
MW-2
156-59-2
cis-1,2-Dichloroethene
5/27/2011
41.5
ugll
70
5
MVV-2
156-59-2
cis- 1,2-Dichloroethene
10/17/2011
33.4
ugll
70
5
MW-2
75-71-8
Dichlorodifluoromethane
10/13/1997
30
ug/l
1000
5
MW-2
75-71-8
❑ichlorodifluoromethane
04/28/1998
26
ugll
1000
5
MW-2
75-71-8
❑ichlorodinuoromethane
5/27/2011
0.33
ugll
1000
5
MW-2
75-09-2
Methylene Chloride
10120/1994
34.4
ugll
5
1
29.4
MW-2
75-09-2
Methylene Chloride
02/21/1995
171
ugll
5
1
166
MW-2
75-09-2
Methylene Chloride
03/09/1995
130
ugll
5
1
125
MW-2
75-09-2
Methylene Chloride
10/05/1995
63
ug/l
5
1
58
MW-2
75-09-2
Methylene Chloride
04/2411996
90
ugll
5
1
85
MW-2
75-09-2
Methylene Chloride
10/22/1996
105
ugli
5
1
100
MW-2
75-09-2
Methylene Chloride
04/30/1997
34
ugll
5
1
29
MW-2
75-09-2
Methylene Chloride
10113/1997
51
ugll
5
1
46
MW-2
75-09-2
Methylene Chloride
04/28/1998
30
ugll
5
1
25
MW-2
75-09-2
Methylene Chloride
1011311998
14
ugll
5
1
9
M1N-2
75-09-2
Methylene Chloride
10/26/2007
2.2
ugll
5
1
MW-2
75-09-2
Methylene Chloride
05/08/2008
1.2
ug/l
5
1
MW-2
75-09-2
Methylene Chloride
10/22/2009
2.1
ugJl
5
1
MW-2
75-09-2
Methylene Chloride
5/25/2010
1.1
ugll
5
1
MW-2
127-18-4
Tetrachloroethene
10/20/1994
46
ugll
0.7
1
45.3
MW-2
127-18-4
Tetrachloroethene
02/21/1995
48
ugll
0.7
1
47.3
MW-2
127-18-4
Tetrachloroethene
03/09/1995
70
ug11
0.7
1
69.3
MW-2
127-18.4
Tetrachloroethene
10/05/1995
19
u911
0.7
1
18.3
MVV-2
127-18-4
Tetrachloroethene
04/24/1996
12
ugll
0.7
1
11.3
MW-2
127-18A
Tetrachloroethene
10/22/1996
20
ugll
0.7
1
19.3
MW-2
127-18-4
Tetrachloroethene
04/30/1997
18
ugll
0.7
1
17.3
MW-2
127-18-4
Tetrachloroethene
10/1311997
12
ug11
0.7
1
11.3
MW-2
127-18.4
Tetrachloroethene
04/28/1998
17
ugll
0.7
1
16.3
MW-2
127-18-4
Tetrachloroethene
10/13/1998
18
ugll
0.7
1
17.3
MW-2
127-18-4
Tetrachloroethene
05/04/1999
14
ugll
0.7
1
13.3
MW-2
127-18-4
Tetrachloroethene
10119/1999
12
ugll
0.7
1
11.3
MW-2
127-18-4
Tetrachloroethene
04/18/2000
16
u911
0.7
1
15.3
MW-2
127-18-4
Tetrachloroethene
10/19/2000
16
ug11
0.7
1
15.3
MW-2
127-18-4
Tetrachloroethene
11120/2001
14
ugll
0.7
1
13.3
MW•2
127-18-4
Tetrachloroethene
11/06/2002
11
ugll
0.7
1
10.3
MW-2
127-18-4
Tetrachloroethene
05/01/2003
13
ugll
0.7
1
12.3
MW-2
127-18-4
Tetrachloroethene
05/01/2003
12
ugll
0.7
1
11.3
MW-2
127-18-4
Tetrachloroethene
10/2312003
7.7
ugll
0.7
1
7
MW-2
127-18-4
Tetrachloroethene
IW2312003
7.4
ugll
0.7
1
6.7
MW-2
127-18-4
Tetrachloroethene
04/28/2004
7.7
ug11
0.7
1
7
MW-2
127-18-4
Tetrachloroethene
10119/2005
9
ugll
0.7
1
8.3
MW-2
127-18-4
Tetrachloroethene
05101/2006
6.8
ugll
0.7
1
6.1
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2, MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Obs Value
Unit
2L `
SWSL :
Exceedance
MW-2
75-34-3
1,1-Dichloroethene
10/20/1994
6
ugll
6
5
MW-2
127.18-4
Tetrachloroethene
10/19/2006
6.7
ugll
0.7
1
6
MW-2
127-18-4
Tetrachloroethene
05111/2007
3.9
ugll
0.7
1
3.2
MW-2
127-18-4
Tetrachloroethene
10/26/2007
3.5
ugll
0.7
1
2.8
MW-2
127-18-4
Tetrachloroethene
05/08/2008
4.2
ugll
0.7
1
3.5
MW-2
127-18-4
Tetrachloroethene
05114/2009
2.7
ugll
0.7
1
2
MW-2
127-18-4
Tetrachloroethene
10/22/2009
4.1
ug1l
0.7
1
3A
MW-2
127-18-4
Tetrachloroethene
5/25/2010
3.1
ugll
0.7
1
2A
MW-2
127-18-4
Tetrachloroethene
1011912010
0.93
ugll
0.7
1
0.23
MW-2
127-18-4
Tetrachloroethene
5127/2011
2.5
ugll
0.7
1
1.8
MW-2
127-18-4
Tetrachloroethene
10/17/2011
2.4
ugll
0.7
1
1,7
MW-2
108-88-3
Toluene
05/11/2007
0.98
ugll
600
1
MW-2
108-88-3
Toluene
10/26/2007
0.94
ug11
600
1
MW-2
108-88-3
Toluene
05/08/2008
0.56
ugll
600
1
MW-2
108-88-3
Toluene
05/1412009
7.5
ugll
600
1
MW-2
108-88-3
Toluene
10/22/2009
0.9
ugll
600
1
MW-2
108-88-3
Toluene
5/25/2010
0,82
ugll
600
1
MW-2
108-88-3
Toluene
10/19/2010
136
ugll
600
1
MW-2
108-88-3
Toluene
5/27/2011
66A
ugll
600
1
MW-2
108-88-3
Toluene
10/17/2011
1.2
ugll
600
1
MW-2
156-60-5
trans-1,2-Dichloroethene
05/11/2007
5.7
ugll
100
5
MW-2
156-60-5
trans-1,2-Dichloroethene
10/26/2007
0.43
ugll
100
5
MW-2
156-60-5
trans-1,2-Dichloroethene
05/08/2008
0.77
ug11
100
5
MW-2
156-60-5
trans-1,2-Dichloroethene
05/14/2009
0.56
ugll
100
5
MW-2
155-60-5
trans-1,2-Dichloroethene
10/22/2009
0.7
ug1
100
5
MW-2
156-60-5
trans-1.2-Dichloroethene
5/25/2010
0.84
ugll
100
5
MW-2
15"0-5
trans-1,2-Dichloroethene
10/19/2010
0.6
ugll
100
5
MW-2
156-60-5
trans-l.2-Dichloroethene
5/27/2011
0.76
ug11
100
5
MW-2
156-60-5
trans-l.2-Dichloroethene
10/17/2011
0.59
ugll
100
5
MW-2
79-01-6
Trichloroethene
10120M994
12
u911
3
1
9
MW-2
79-01-6
Trichloroethene
02/2111995
12
ugll
3
1
9
MW-2
79-01-6
Trichloroethene
03109/1995
13
ugll
3
1
10
MW-2
79-01-6
Trichloroethene
10/05/1995
6
ugli
3
1
3
MW-2
79-01-6
Trichloroethene
10122/1996
7
ug11
3
1
4
MW-2
79-01-6
Trichloroethene
04/3011997
6
ugll
3
1
3
MW-2
79-01-6
Trichloroethene
10/13/1997
6
ugli
3
1
3
MW-2
79-01-6
Trichloroethene
04/2811998
6
ugll
3
1
3
MW-2
79-01-6
Trichloroethene
10/1311998
6
ugli
3
1
3
MW-2
79-01-6
Trichloroethene
05/04/1999
5
ug11
3
1
2
MW-2
79-01-6
Trichloroethene
10/1911999
8.8
ugll
3
1
5.8
MW-2
79-01-6
'Trichloroethene
04/18/2000
7
ug11
3
1
4
MW-2
79-01-6
Trichloroethene
10/19/2000
7.2
ug/l
3
1
4.2
MW-2
79-01-6
Trichloroethene
1V2012001
7.1
ugll
3
1
4.1
MW-2
79-01-6
Trichloroethene
10/2312003
8.8
ug11
3
1
5.8
MW-2
79-01-6
Trichloroethene
10/23/2003
9.4
ugll
3
1
6.1
MW-2
79-01-6
Trichloroethene
04/28/2004
5.2
ugll
3
1
2.2
MW-2
79-01-6
Trichloroethene
10119/2005
7
ug/l
3
1
4
MW-2
79-01-6
Trichloroethene
05/01/2006
6.4
ug11
3
1
3.4
MW-2
79-01-6
Trichloroethene
10119/2006
6
ugll
3
1
3
Surry County Closed C & D over Closed MSWLF

Table 1: Detections in MW-2, MVV-3RS and MW-5
Well ID
GAS RN
Parameter Name
Sample Date
Obs Value
Unit
2L '
SWSL z
Exceedance
MW-2
75-34-3
11-Dichloroethane
10/20/1994
6
ugll
6
5
MW-2
79-01-6
Trichloroethene
06/11/2007
5.3
ug/l
3
1
2.3
MW-2
79-01-6
Trichloroethene
10/26/2007
4.8
ugll
3
1
1.8
MW•2
79-01-6
Trichloroethene
05108/2008
6.2
ugll
3
1
3.2
MW-2
79-01-6
Trichloroethene
05/1412009
17
ugll
3
1
0.7
MW-2
79-01-6
Trichloroethene
10/22/2009
6.5
ugll
3
1
3.6
MW-2
79-01-6
Trichloroethene
5125/2010
5.6
ugll
3
1
2.6
MW-2
79-01-6
Trichloroethene
10/1912010
1.2
ugll
3
1
MW-2
79-01-6
Trichloroethene
5/27/2011
4.1
ugll
3
1
1.1
MW-2
79-01-6
Trichloroethene
10/17/2011
4.11
ugll
3
1
1.1
MW-2
75-69-4
T ri ch I o roll u o r o meth a n e
10/20/1994
8A
ug11
2000
1
MW-2
75-69-4
Trichlorofluoromethane
02/21/1995
55
ugll
2000
1
MW-2
75-69-4
Trichlorofluoromethane
03/09/1995
65
ugll
2000
1
MW-2
75-69-4
T ri ch lo ro fl u o ro m et h a n e
10/05/1995
33
ugll
2000
1
MW-2
75-69-4
Trichlorofluoromethane
04124/1996
30
ugH
2O00
1
MW-2
75-69-4
Trichlorofluoromethane
10/22/1996
23
ugll
2000
1
MW-2
75-69-4
Trichlorofluoromethane
10/13/1997
25
ugll
2000
1
MW-2
75-69A
Trichlorofluoromethane
04/28/1998
19
ug/l
2000
1
MW-2
75-69-4
Trichlorofluoromethane
10/13/1998
16
ugll
2000
1
MW-2
75-69-4
Trichlorofluoromethane
05/04/1999
9
ug/l
2000
1
MW-2
75-69-4
Trichlorofluoromethane
10/19/1999
11
ugli
2000
1
MW-2
75-69-4
Trichlorofluoromethane
04/18/2000
13
ug11
2000
1
MVII-2
75-69-4
Trichlorofluoromethane
11/20/2001
5.6
ugli
2000
1
MW-2
75-69-4
Trichlorofluoromethane
05/08/2008
0.54
ugh
2000
1
MW-2
75-01-4
Vinyl chloride
1012312003
14
ugll
0.03
1
1197
MW-2
75-01-4
Vinyl chloride
10/23/2003
13
ug1l
0.03
1
12.97
MW-2
75-014
Vinyl chloride
05/0512005
10
ugll
0.03
1
9.97
MW-2
75-01-4
Vinyl chloride
1Oil 9/2006
25
ug11
0.03
1
24.97
MW-2
76-01-4
Vinyl chloride
0511112007
12
ug11
0.03
1
11.97
MW-2
75-01-4
Vinyl chloride
10/26/2007
5.7
ugll
0,03
1
5.67
MW-2
75-01-4
Vinyl chloride
05108/2008
5.9
ugll
0.03
1
5.87
MW-2
75-01-4
Vinyl chloride
05114/2009
4
ugll
0.03
1
3.97
MW-2
75-01-4
Vinyl chloride
10122/2009
1.1
ugll
0.03
1
1.07
MW-2
75-01-4
Vinyl chloride
5/25/2010
4.8
ugll
0.03
1
4.77
MW-2
75-01-4
Vinyl chloride
10/19/2010
3.8
ugll
0.03
1
3.77
MW-2
75-01-4
Vinyl chloride
5/27/2011
4.1
u911
0.03
1
4.07
MW-2
75-01-4
Vinyl chloride
10/1712011
2.9
ug11
0.03
1
2.87
MW-3RS
75-34.3
1,1-Dichloroethane
10/1212004
26
ugll
6
5
20
MW-3RS
75-34-3
1,1-Dichloroethane
05/0412005
16
ugll
6
5
10
MW-3RS
75-34-3
1,1-Dichloroethane
10/18/2005
20
ugll
6
5
14
MW-3RS
75-34-3
1,1-Dichloroethane
05/0112006
13.5
ug1l
6
5
7,5
MW-3RS
75-34-3
1,1-Dichloroethane
10/19/2006
27
ugll
6
5
21
MW-3RS
75-34-3
1,1-Dichloroethane
05/09/2007
27
ugll
6
5
21
MW-3R5
75-34-3
1,1-Dichloroethane
1012312007
16
ugll
6
5
10
MW-3RS
75-34-3
1,1-Dichloroethane
05/07/2008
21
u911
6
5
15
MW-3RS
75-34-3
1,1-Dichloroethane
05/13/2009
9.3
u911
6
5
3.3
MW-3RS
75-34-3
1,1-Dichloroethane
10122/2009
14.5
ugll
6
5
8.5
MW-3RS
75-34-3
1,1-Dichloroethane
5/25/2010
12.4
ugll
6
5
6A
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2, MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Obs Value
Unit
2L'
SWSL i
Exceedance
MVI1-2
75-34-3
1,1-Dichloroethane
10/20/1994
6
Ugll
6
5
MW-3RS
75-34-3
i,1-Dichloroethane
10/22/2010
9.8
Ugll
6
5
3.8
MW-3RS
75-34-3
1,1-Dichloroethane
5/27/2011
10.6
Ugli
6
5
4.6
MW-3RS
75-34-3
1,1-Dichloroethane
10/17/2011
8.7
ugll
6
5
2.7
MVV-3RS
95-50-1
1,2-Dichlorobenzene
05/0912007
3.3
U91
20
5
MW-3RS
95-50-1
1,2-❑ichlorobenzene
10/23/2007
2.9
Ugll
20
5
MW-3RS
95-50-1
1,2-Dichlorobenzene
05107/200B
3
UgJI
20
5
MV11-3RS
95-50-1
1,2-Dichlarobenzene
05113/2009
1.9
Ugll
20
5
MW-3RS
95-50-1
1,2-Dichlorobenzene
10/22/2009
6.2
Ugll
20
5
MW-3RS
95-50-1
1,2-Dichlarobenzene
5/25/2010
3.5
Ugll
20
5
MVII-3RS
95-50-1
12-Dichlorobenzene
10/22/2010
2.8
U911
20
5
MW-3RS
95-50-1
12-Dichlorobenzene
5127/2011
3.6
Ugll
20
5
MW-3RS
95-50-1
1 ,2-Dichlorobenzene
10/17/2011
4.4
U911
20
5
MW-3RS
107-06-2
1,2-Dichloroethane
10/18/2005
6
ug/I
0.4
1
5.6
MW-3RS
107-06-2
1,2-Dichloroethane
05/01/2006
6.2
Ugll
0.4
1
5.8
MW-3RS
107-06-2
1,2-Dichloroethane
1011912006
9
UgJI
0.4
1
8.6
MW-3RS
107-06-2
1,2-Dichloroethane
0510912007
6.6
Ugll
0.4
1
6.2
MW-3RS
107-06-2
1,2-Dichloroethane
05/07/2008
4,6
ugll
0.4
1
4.2
MW-3RS
107-06-2
1,2-Dichloroethane
0511312009
1.9
ug11
0.4
1
1.5
MW-3RS
107-06-2
1,2-Dichloroethane
1012212009
6.4
ugll
0.4
1
6
MW-3RS
107-06-2
1,2-Dichloroethane
5125/2010
3.9
ugll
0.4
1
3.5
MW-3RS
107-06-2
1,2-Dichloroethane
1012212010
4.5
Ug11
0.4
1
4.1
MW-3RS
107-06-2
1,2-Dichloroethane
5/2712011
3.7
ug/I
0.4
1
3.3
MW-3RS
107-06-2
1,2-Dichloroethane
10/17/2011
3.9
Ugli
0.4
1
3.5
MW-3RS
78-87-5
1,2-Dichloropropane
10/12/2004
11
Ugll
0.6
1
10.4
MW-3RS
78-87-5
1,2-Dichloropropane
05/04/2005
14
Ugll
0.6
1
13.4
MW-3RS
78-87-5
1,2-Dichloropropane
10/18/2005
10
Ugll
0.6
1
9.4
MW-3RS
78-87-5
1,2-Dichloropropane
05/01/2006
5.4
Ugll
0.6
1
4.8
MW-3RS
78-87.5
1,2-Dichloropropane
05/0912007
9.3
Ugll
0.6
1
8.7
MW-3RS
78-87-5
1,2-Dichloropropane
10/23/2007
7.8
Ugll
0.6
1
7.2
MW-3RS
78-87-5
1,2-Dichloropropane
05/07/2008
7.6
Ugll
0.6
1
7
MW-3RS
78-87-5
1,2-Dichloropropane
05/13/2009
5.7
Ugll
0.6
1
5.1
MW-3RS
78-87-5
1,2-Dichloropropane
1012212009
4.7
UgJI
0.6
1
4.1
MW-3RS
78-87-5
1,2-Dichloropropane
6/25/2010
6
Ugll
0.6
1
5.4
MW-3RS
78-87-5
1,2-Dichloropropane
10/22/2010
4.6
UgJI
0.6
1
4
MW-3RS
78-87-5
1,2-Dichloropropane
5/27/2011
3.3
Ugll
0.6
1
2.7
MW-3RS
78-87-5
1,2-Dichloropropane
10MV2011
3
UgJI
0.6
1
2.4
MW-3RS
120-82-1
1,2,4-Tnchlorobenzene
5/25/2010
0.43
U911
70
10
MW-3RS
541-73-1
1,3-Dichlorobenzene
5/25/2010
0.35
ugll
200
5
MW-3RS
541-73-1
1,3-Dichlorobenzene
5/27/2011
0,34
Ugll
200
5
MW-3RS
541-73-1
1,3-Dichlorobenzene
10/17/2011
0,39
Ugll
200
5
MW-3RS
106-46-7
1,4-Dichlarobe nzene
10/1212004
12
Ugh
6
1
6
MW-3RS
106-46-7
1,4-Dichlarobenzene
05/04/2005
5
Ugll
6
1
MW-3RS
106-46-7
1,4-Dichlorabenzene
10/1812005
12
Ugll
6
1
6
MW-3RS
106-46-7
1,4-Dichlorobe nzene
05/0112006
9.1
UgJI
6
1
3.1
MW-3RS
106-46-7
1,4-Dichlorobenzene
10/19/2006
9.3
Ugll
6
1
3.3
MVV-3RS
106-46-7
1,44Dichlorobenzene
05/09/2007
8.5
Ugll
6
1
2.5
MW-3RS
106-46-7
1,4-Dichlorobenzene
10123/2007
7.4
UgJI
6
1
1.4
MW-3R5
106-46-7
1,4-Dichlorobenzene
05/07/2008
8.4
UgJI
6
1
2.4
Surry County Closed C&D over Closed MSWLF

Table 1; Detections in MW-2. MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
abs Value
Unit
2L `
SWSL
Exceedance
MW-2
75-34-3
1, 1 -Dichloroethane
10/20/1994
6
ugll
6
5
MW-3RS
106.46-7
1,4-Dichlorobenzene
05/13/2009
7.4
ugll
6
1
1.4
MW-3RS
106-46-7
1,4-❑ichlorobenzene
10122/2009
19.6
ugll
6
1
13.6
MW-3RS
106-46-7
1,4-Dichlorobenzene
5/25/2010
15
ug11
6
1
9
MW-3RS
106-46-7
1,4-Dichlorobenzene
10/22/2010
9.2
ugll
6
1
3.2
MW-3RS
106-46.7
1,4-Dichlorobenzene
5/27/2011
12.9
ug11
6
1
6.9
MW-3RS
106-46-7
1,4-Dichlorobenzene
1011712011
12.9
ugli
6
1
6.9
MW-3RS
71-43.2
Benzene
05/09/2007
1.5
ug11
1
1
0.5
MVV-3RS
7143-2
Benzene
10123/2007
0,69
ug11
1
1
MW-3RS
7143-2
Benzene
05/07/2008
1.3
ugll
1
1
0.3
MW-3RS
7143-2
Benzene
05/13/2009
0.96
ugli
1
1
MW-3RS
7143-2
Benzene
10/22/2009
1.3
ugll
1
1
0.3
MW-3RS
71-43-2
Benzene
5/25/2010
2
ugll
1
1
1
MW-3RS
7143-2
Benzene
10/22/2410
1.5
ugll
1
1
0.5
MW-3RS
71-43-2
Benzene
5/27/2011
1.6
ugll
1
1
0.6
MW-3RS
71-43-2
Benzene
10117/2011
1.3
ugll
1
1
0.3
MW-3RS
319-85-7
beta-BHC
505/2010
0.38
ugll
NE
0.05
MW-3RS
319-85-7
beta-BHC
10/22/2010
0.26
ugll
NE
0.05
MW-3RS
75-15-0
Carbon disulfide
05/0912007
1.7
ug11
700
100
MW-3RS
108-90-7
Chlorobenzene
05/09/2007
2.8
ugll
50
3
MW-3RS
108-90-7
Chlorobenzene
10/23/2007
3
ugll
50
3
MW-3RS
108-90-7
Chlorobenzene
05/07/2008
3.2
ugll
50
3
MW-3RS
108-90-7
Chlorobenzene
05113/2009
2A
ugll
50
3
MVV-3RS
108-90-7
Chlorobenzene
10/22/2009
6.1
ug11
50
3
M11V-3RS
108-90-7
Chlorobenzene
5/25/2010
4.7
ugll
50
3
MW-3RS
108-90-7
Chlorobenzene
10/22/2010
4
ugll
50
3
MW-3RS
108-90-7
Chlorobenzene
5/27/2011
5
ug11
50
3
MW-3RS
108-90-7
Chlorobenzene
10/17/2011
5,2
ug11
50
3
MW-3RS
75-00-3
Chloroethane
05/04/2005
14
ugll
3000
10
MW-3R5
75-00-3
Chloroethane
1011W2005
14
ugll
3000
10
MW-3RS
75-00-3
Chloroethane
05109/2007
16
ugll
3000
10
MW-3RS
75-00-3
Chloroethane
05/07/2008
3.3
ugll
3000
10
MW-3RS
75-00-3
Chloroethane
10/22/2009
0.89
ug11
3000
10
MVII-3RS
75-00-3
Chloroethane
5/25/2010
1.6
ugll
3000
10
MW-3RS
75-00-3
Chloroethane
10/22/2010
1.1
ugll
3000
10
MW-3RS
75-00-3
Chloroethane
5/27/2011
1.6
ug11
3000
10
MW-3RS
75-00-3
Chloroethane
10/17/2011
1.9
ugli
3000
10
MW-3RS
156-59-2
cis-1,2-❑ichloroethene
10/12/2004
72
ugll
70
5
2
MW-3RS
156-59-2
cis-1,2-Dichloroethene
05104/2005
76
ugll
70
5
6
MW-3RS
156-59-2
cis-1,2-Dichloroethene
10/18/2005
57
ug/I
70
5
MVV-3RS
156-59-2
cis-1,2-Dichloroethene
05/01/2006
44.2
ugll
70
5
MW-3RS
156-59-2
cis-1,2•DichIoroethene
10/19/2006
100
ugll
70
5
30
MW-3RS
156-59-2
cis-1,2-Dichloroethene
05/09/2007
96
ugll
70
5
26
MW-3RS
156-59-2
cis-1,2-Dichloroethene
10123/2007
94
ug11
70
5
24
MW-3RS
156-59-2
cis-1,2-Dichloroethene
06/07/2008
110
ug11
70
5
40
MW-3RS
156-59-2
cis-1,2-Dichloroethene
05/13/2009
65.6
ugll
70
5
MW-3RS
156-59.2
cis-1,2-Dich1oroethene
10/22/2009
134
ug11
70
5
64
MW-3RS
156-59-2
cis-1,2-Dichloroethene
5/25/2010
98.1
ug/l
70
5
28.1
MW-3RS
156-59-2
cis-1,2-Dichloroethene
10/22/2010
84.9
ugll
70
5
14.9
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2, MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Obs Value
t.lnit
21-1
SWSL 2
Exceedance
MW-2
75-34-3
1. 1 -Dichloroethane
10/20/1994
6
ugll
6
5
MW-3RS
156-59-2
cis-1,2-Dichlaroethene
512712011
97.9
ugll
70
5
27.9
MW-3RS
156-59-2
cis-1,2-Dichloroethene
10/1712011
85.3
ugll
70
5
15.3
MVII-3RS
72-20-8
Endrin
5/25/2010
0.01
u911
2
0.1
MW-3R5
58-89-9
gamma-BHC jLindane)
10/22J2010
0.17
u9il
0.03
0.06
0.14
MV11-3RS
75 09-2
Methylene Chloride
10/22/2009
1.2
ugll
5
1
MW-3RS
78-87-5
Propylene dichloride
1011912006
11
ugll
0.6
1
10.4
MVV-3RS
108-88-3
Toluene
05/09/2007
0.96
ugll
600
1
MVII-3RS
108-88-3
Toluene
10/23/2007
0.46
ugll
600
1
MVII-3RS
108-88-3
Toluene
05/07/2008
0.75
ugll
600
1
MW-3RS
108-88-3
Toluene
05/13/2009
0.34
ugll
600
1
MW-3RS
108-88-3
Toluene
5/25/2010
0.75
ugll
600
1
MV11-3RS
108-88-3
Toluene
10/22/2010
0.33
ugll
600
1
MW-3RS
108-88-3
Toluene
5/27/2011
0.26
ugll
600
1
MW-3R5
156-60-5
trans- 1,2-Dichloroethene
05/09/2007
21
ugll
100
5
MV11-3RS
156-60-5
trans- 1,2-Dichloroethene
10/23/2007
0.67
ugll
100
5
MV11-3RS
156-60-5
trans-1,2-Dichloroethene
05/07/2008
1.1
ugll
100
5
MW-3RS
156-60-5
trans- 1,2-Dichloroethene
05/13/2009
0.49
ugll
100
5
MW-3RS
156-60-5
trans- 1,2-Dichloroethene
10/22/2009
0.61
ugll
100
5
MW-3RS
156-60-5
trans-1,2-Dichlaroethene
5/25/2010
0.85
ugn
100
5
MW-3RS
156-60-5
trans- 1,2-Dichloroethene
5/27/2011
0.67
ugll
100
5
MW-3RS
156-60-5
trans-1,2-Dichloroethene
10/17/2011
0.62
ugll
100
5
MW-3RS
79-01-6
Trichloroethene
1011212004
15
ugll
3
1
12
MW-3R5
79-01-6
Trichlaroethene
05/04/2005
6
ugll
3
1
3
MW-3RS
79-01-6
Trichloroethene
10118/2005
13
ugll
3
1
10
MW-3RS
79-01-6
Trichloroethene
05/01/2006
12.2
ugll
3
1
9.2
MW-3RS
79-01-6
Trichloroethene
10119/2006
16
ugll
3
1
13
MW-3RS
79-01-6
Trichloroethene
05/09/2007
9.6
ugll
3
1
6.6
MW-3R5
79-01-6
Trichlaroethene
10/23/2007
8
ugll
3
1
5
MW-3R5
79-01-6
Trichloroethene
05/07/2008
8.2
ugll
3
1
5.2
MW-3R5
79-01-6
Trichlaroethene
05/1312009
8.1
ugll
3
1
5.1
MW-3R5
79-01-6
Trichloroethene
10/22/2009
7.6
ugll
3
1
4.6
MW-3RS
79-01-6
Trichloroethene
5125/2010
6.8
ugll
3
1
3.8
MW-3RS
79-01-6
Trichioroethene
10/22/2010
3
ugll
3
1
MW-3RS
79-01-6
Trichlaroethene
5/27/2011
4.2
ugli
3
1
1.2
MW-3RS
79-01-6
Trichloroethene
10/17/2011
3
ugll
3
1
MW-3RS
75-01 4
Vinyl chloride
10/19/2006
13
ugll
0.03
1
12.97
MW-3R5
75-014
Vinyl chloride
05/09/2007
11
ugll
0.03
1
10.97
MW-3RS
75-014
Vinyl chloride
05/07/2008
5
ugll
0.03
1
4.97
MW-3R5
75-014
Vinyl chloride
05/13/2009
3.8
uglt
0.03
1
3.77
MW-3R5
75-01-4
Vinyl chloride
10/22/2009
1.3
u911
0.03
1
1.27
MW-3RS
75-01-4
Vinyl chloride
5/25/2010
7.4
ug1l
0.03
1
7.37
MW-3RS
75-01-4
Vinyl chloride
10/22/2010
6
ugll
0.03
1
5.97
MW-3RS
75-01-4
Vinyl chloride
5/27/2011
4.8
ugll
0.03
1
4.77
MW-3RS
75-01-4
Vinyl chloride
10/17/2011
4.3
ugll
0.03
1
4.27
MW-3RS
1330-20-7
Xylene (Total)
5/25/2010
0.78
ugll
500
5
MW-5 75-34-3 M-Dichloroethane 10/20/1994 11 ugll 6 5 5
MW-5 75-34-3 1,1-Dichloroethane 02/21/1995 28 ugll 6 5 22
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MVII-2. MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Dbs Value
Unit
2L'
SWSL
Exceedance
MW-2
75-34-3
1,1-tichloroethane
10/20/1994
6
Ugll
6
5
MW-5
75-34-3
1,1-Dichloroethane
03/09/1996
29
ugll
6
5
23
MW-5
75.34.3
1,1-Dichloroethane
10/05/1995
48
ugll
6
5
42
MW-5
75-34-3
1,1-Dichloroethane
04/24/1996
44
ugll
6
5
38
MW-5
75-34.3
1,1-Dichloroethane
10/22/1996
52
ugm
6
5
46
MW-5
75-34-3
1,1-Dichloroethane
04/30/1997
33
ugll
6
5
27
MW-5
75-34.3
1,1-Dichloroethane
10/13/1997
34
Ugll
6
5
28
MW-5
75-34.3
1,1-Dichloroethane
10/13/1998
31
ugll
6
5
25
MW-5
75.34.3
1,1-Dichloroethane
05/04/1999
32
ugll
6
5
26
MW-5
75-34-3
1,1-Dichloroethane
10/19/1999
33
Ugll
6
5
27
MW-5
75-34.3
1,1-Dichloroethane
04118/2000
39
ugll
6
5
33
MW-5
75-34-3
1,1-Dichloroethane
10/19/2000
42
ugll
6
5
36
MW-5
75-34-3
1,1-Dichloroethane
05/10/2001
34
ugll
6
5
28
MW-5
75-34.3
M-Dichloroethane
11/20/2001
37
ugll
6
5
31
MW-5
75-34-3
1,1-Dichloroethane
11120/2001
38
ugll
6
5
32
MW-5
75-34-3
1,1-Dichloroethane
05/23/2002
36
ugll
6
5
30
MW-5
75-34-3
1,1-Dichloroethane
05/23/2002
36
ugll
6
5
30
MW-5
75-34-3
1,1-Dichloroethane
11/06/2002
37
ugll
6
5
31
MW-5
75-34-3
1,1-Dichloroethane
11/06/2002
34
ugll
6
5
28
MW-5
75-34-3
1,1-Dichloroethane
05101/2003
28
Ug11
6
5
22
MW-5
75-34-3
1,1-Dichloroethane
1012312003
31
ugll
6
5
25
MW-5
75-34-3
1,1-Dichloroethane
04128/2004
27
ugll
6
5
21
MW-5
75-34-3
1,1-Dichloroethane
10/12/2004
30
ugll
6
5
24
MW-5
75-34-3
1,1-Dichloroethane
05/04/2005
31
ugll
6
5
25
MW-5
75-34-3
1,1-Dichloroethane
10/19/2005
22
ug11
6
5
16
MW-5
75-34-3
1,1-Dichloroethane
04/24/2006
10.6
ugll
6
5
4.6
MW-5
75-34.3
1,1-Dichloroethane
10/19/2006
16
ugll
6
5
10
MW-5
75-34-3
1,1-Dichloroethane
05109/2007
13
Ug11
6
5
7
MW-5
75-34-3
1,1-0ichloroethane
10/23/2007
9.2
ogll
6
5
3.2
MW-5
75-34-3
1,1-Dichloroethane
05/07/2008
11
ug11
6
5
5
MW-5
75-34-3
1,1-Dichloroethane
05113/2009
8.7
Ug11
6
5
2.7
MW-5
75-34-3
1,1-Dichloroethane
10/2612009
9.8
ugll
6
5
3.8
MW-5
75-34-3
1,1-Dichloroethane
512512010
8.1
Ug11
6
5
2.1
MW-5
75-34-3
1,1-Dichloroethane
10/22/2010
7.4
ug11
6
5
1.4
MW-5
75-34-3
1,1-Dichloroethane
5126/2011
6.8
ugll
6
5
M
MVV-5
75-34-3
1,1-Dichloroethane
10/17/2011
5
Ug11
6
5
MW-5
75-354
1,1-Dichloroethene
04/2811998
33
ugli
7
5
26
MW-5
95-50-1
1,2-Dichlorobenzene
05/0912007
2.4
Ugll
20
5
MW-5
95-50-1
12-Dichlorobenzene
10/23/2007
3.2
Ugll
20
5
MW-5
95-50-1
1,2-Dichlorobenzene
05/07/2008
3.1
ugll
20
5
MW-5
95-50-1
1,2-Dichlorobenzene
05/13/2009
3
ugll
20
5
MW-5
95-50-1
1,2-Dichlorobenzene
10/26/2009
M
ugll
20
5
MW-5
95-50-1
1,2-Dichlorobenzene
5/2512010
3.6
Ug11
20
5
MW-5
95-50-1
1,2-Dichlorobenzene
10/22/2010
3.5
ugll
20
5
MW-5
95-50-1
12-Dichlorobenzene
5/26/2011
3.8
ugll
20
5
MW-5
95-50-1
12-Dichlorobenzene
10/17/2011
3.4
ugll
20
5
MW-5
107-06-2
1,2-Dichloroethane
05/09/2007
1.8
ugll
0.4
1
1.4
MW-5
107-06-2
1,2-Dichloroethane
10/23/2007
1.6
ug11
0.4
1
1.1
MW-5
107-06-2
1,2-Dichloroethane
05/07/2008
1.2
ugll
0.4
1
0.8
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2. MW-3RS and MVV-5
Well ID
CAS RN
Parameter Name
Sample gate
Obs Value
Unit
2L'
SWSL;
Exceedance
MW-2
75-34-3
1.1-Dichloroethane
10/20/1994
6
ugfl
6
5
MW-5
107-06-2
1,2-Dichloroethane
0511312009
1.3
ugIl
0.4
1
0.9
MW-5
107-06-2
1,2-Dichloroethane
10/26/2009
1.3
Ug11
0.4
1
0.9
MW-5
107-06-2
1,2-Dichloroethane
5/2512010
1.7
Ug/I
0A
1
1.3
MW-5
107-06-2
1,2-Dichloroethane
10/2212010
1.6
ug11
0.4
1
1.2
MW-5
107-06-2
1,2-Dichloroethane
5/26/2011
1.7
ug11
0.4
1
1.3
MW-5
107-06-2
1,2-Dichloroethane
10/1712011
1.4
Ug1l
0,4
1
1
MW-5
78-87-5
1,2-Dichloropropane
10/23/2007
0.3
ugll
0.6
1
MW-5
120-82-1
1,2.4-Trichlorobenzene
5/25/2010
0,51
ugll
70
10
MW-5
120-82-1
1,2,4-Trichlorobenzene
5/26/2011
0.45
ugll
70
10
MW-5
120-82-1
1,2,4-Trichlorobenzene
10/17/2011
0.4
ugll
70
10
MW-5
106-46-7
1,4-Dichlorobenzene
05/23/2002
5
ugli
6
1
MW-5
106-46-7
1,4-Dichlorobe nzene
05/23/2002
5
Ug11
6
1
MW-5
106-46-7
1,4-Dichlorobenzene
11/06/2002
5.8
ug11
6
1
MW-5
106-46-7
14-Dichlorobenzene
11/06/2002
5.8
ugli
6
1
MW-5
106-46-7
1,4-Dichlorobenzene
05/01/2003
6
ugll
6
1
MW-5
106-46-7
1,4-Dichlorobenzene
05/04/2005
6
ugli
6
1
MW-5
106-46-7
1,4-Dichlorobenzene
10/19/2005
8
ug11
6
1
2
MW-5
106-46-7
1,4-Dichlorobenzene
04/24/2006
6.6
tIg1l
6
1
0.6
MW-5
106-46-7
1,4-Dichlorobenzene
10/19/2006
6
ugli
6
1
MW-5
106-46-7
1,4-Dichlorobe nzene
05/09/2007
5.1
ugll
6
1
MW-5
106-46-7
1.4-Dichlorobe nzene
10/2312007
6.2
ugll
6
1
0.2
MW-5
106-46-7
1.4-Dichtorobenzene
05/07/2008
7
ug11
6
1
1
MW-5
106-46-7
1.4-Dichlorobenzene
05113/2009
6.3
uglf
6
1
0.3
MW-5
106-46-7
1,4-❑ichlorobenzene
10/2612009
6.2
ugll
6
1
0.2
MW-5
106-46-7
1,4-Dichlorobenzene
5/25/2010
8.9
ugfl
6
1
2.9
MW-5
106-46-7
1,4-❑ichlorobenzene
10/2212010
8.5
ugll
6
1
2.5
MW-5
106-46-7
1.4-Dichlorobenzene
5/2612011
9.2
U911
6
1
3.2
MW-5
106A6-7
1.4-Dichlorobenzene
10/17/2011
7.9
ugll
6
1
1.9
MW-5
71-43-2
Benzene
05109/2007
1.4
ugll
1
1
0.4
MW-5
71-43-2
Benzene
10/23/2007
0,99
Ugll
1
1
MW-5
71-43.2
Benzene
05107/2008
1.4
ug11
1
1
0.4
MW-5
71-43-2
Benzene
05113/2009
1.1
ug/I
1
1
0.1
MW-5
71-43-2
Benzene
10126/2009
0,99
uoll
1
1
MW-5
71-43-2
Benzene
5/25/2010
1.3
ugll
1
1
0.3
MW-5
71 43-2
Benzene
10/2212010
1.3
U911
1
1
0.3
MW-5
71 43-2
Benzene
5/26/2011
1.1
Ugll
1
1
0.1
MVV-5
7143-2
Benzene
10/17/2011
0,77
ugN
1
1
MW-5
319-85-7
beta-BNC
10/22/2010
0.09
ug4
NE
0.05
MW-5
75-15-0
Carbon disulfide
05/09/2007
2.7
ugli
700
100
MW-5
108-90-7
Chlorobenzene
05/09/2007
2.5
ugli
50
3
MW-5
108-90-7
Chlorobenzene
10/23/2007
3
ugll
50
3
MW-5
108-90-7
Chlorobenzene
05107/2008
3.2
ugA
50
3
MW-5
108-90-7
Chlorobenzene
05/13/2009
3.2
ugll
50
3
MW-5
108-90-7
Chlorobenzene
10/26/2009
2.9
ugll
50
3
MW-5
108-90-7
Chlorobenzene
6/25/2010
4
ugll
50
3
MW-5
108-90-7
Chlorobenzene
10/22/2010
4.2
ugll
50
3
MW-5
108-90-7
Chlorobenzene
5/26/2011
4.3
ug11
50
3
MW-5
108-90-7
Chlorobenzene
10/17/2011
3
ugA
50
3
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2, MVV-3RS and MW-5
Well M
CAS RN
Parameter Name
Sample Date
Obs Value
Unit
2L'
SWSL Exceedance
MW-2
75-34-3
1,1-Dichloroethene
10/2011994
6
ugll
6
5
MW-5
75-00-3
Chloroethane
05/09/2007
9.2
ugh
3000
10
MW-5
75-00-3
Chloroethane
10/23/2007
1.7
ugA
3000
10
MW-5
75-00-3
Chloroethane
05/07/2008
2.6
uglt
3000
10
MW-5
75-00-3
Chloroethane
10/17/2011
0.98
ugA
3000
10
MW-5
156-59-2
cis- 1,2-Dichloroethene
02/21/1995
7
ug11
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
03/09/1995
6
ugg
70
5
MW-5
156-59-2
cis- 1,2-Dichloroethene
04/24/1996
11
ugA
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/22/1996
14
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
04/30/1997
12
ugA
70
5
MW-5
156-59-2
cis-12-Dichloroethene
10/13/1997
13
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
04/28/1996
10
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/13/1998
11
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05/04/1999
15
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/19/1999
14
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
04/18/2000
21
ug/l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/19/2000
26
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05/10/2001
25
ugll
70
5
MW-5
156-59-2
cis-1.2-Dichloroethene
11/20/2001
32
ug/l
70
5
MN!-5
156-59-2
cis-1,2-Dichloroethene
11/20/2001
32
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05/23/2002
39
ug11
70
5
MW-5
156-59-2
cis-12-Dichloroethene
05/23/2002
39
ugll
70
5
MW-5
156-59-2
cis- 1,2-Dichloroethene
11/06/2002
53
ug/l
70
5
MW-5
156-59-2
cis-12-Dichloroethene
11/06/2002
52
ug/l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05/01/2003
46
ug/l
70
5
MW-5
156-59-2
cis-12-Dichloroethene
10/23/2003
47
ugll
70
5
MVV-5
156-59-2
cis-1,2-Dichloroethene
04/28/2004
30
ug1l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/12/2004
37
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05/04/2005
45
ug/l
70
5
MW-5
156-59-2
cis- 1,2-Dichloroethere
10/19/2005
26
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
04/24/2006
16.8
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/19/2006
27
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05l0912007
22
ug/l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/23/2007
18
ug/l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
0510712008
21
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
05/13/2009
19.4
ug/l
70
5
MW-5
156-59-2
cis-12-Dichloroethene
10/26/2009
17.7
ugll
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
5/25/2010
21
ug11
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/22/2010
18.8
ug/l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
5/26/2011
20.2
ug/l
70
5
MW-5
156-59-2
cis-1,2-Dichloroethene
10/17/2011
14.6
ug/l
70
5
MW-5
319-86-8
delta-BHC
5/25/2010
0.04
ug11
NE
0.05
MW-5
84-74-2
Di-n-butylphthalate
05/23/2002
217
ug/l
700
10
MW-5
84-74-2
Di-n-butylphthalate
05/01/2003
97
ug11
700
10
MW-5
84-74-2
Di-n-butylphthalate
10/23/2003
252
ug11
700
10
MW-5
117-84-0
Di-n-octylphthalate
05/2312002
108
ug11
100
10 8
MW-5
959-98-8
Endcsuffan 1
10/22/2010
0.01
ug11
40
0.1
MW-5
58-89-9
gamma-BHC (Lindane)
10122I2010
0.1
ugll
0.03
0.05 0.07
MW-5
78-83-1
Isobutyl aloohcl
04/28/1998
102
ug/I
NE
100
Surry County Closed C&D over Closed MSWLF

Table 1: Detections in MW-2, MW-3RS and MW-5
Well ID
CAS RN
Parameter Name
Sample Date
Otis Value
unit
2L'
SWSL
Exceedance
MW 2
75-34-3
1.1-Dichloroethane
10/20/1994
6
ugll
6
5
MW-5
127-18-4
Tetra chloroethene
02/21/1995
5
ugll
0.7
1
4.3
MW-5
127-18.4
Tetrachloroethylene
03/09/1995
11
ug11
0.7
1
10.3
MW-5
108-88-3
Toluene
05/0912007
0.63
ugll
600
1
MW-5
108-88-3
Toluene
05/13/2009
0.31
ugll
600
1
MW-5
156-60-5
Ira ns-1,2-Dichloroethene
05/09/2007
2.1
ugll
100
5
MW-5
75-01-4
Vinyl chloride
05/09/2007
8.4
ugll
0.03
1
8.37
MW-5
75-01-4
Vinyl chloride
10/23/2007
3.4
ugll
0.03
1
3.37
MW-5
75-01-4
Vinyl chloride
05/07/2008
4J
ugll
0.03
1
4.67
MW-5
75-01-4
Vinyl chloride
05113/2009
4
ugll
0.03
1
3.97
MW-5
75-01-4
Vinyl chloride
5/25/2010
4.6
ugll
0.03
1
4.57
MW-5
75-01-4
Vinyl chloride
1012212M
4.7
ugll
0.03
1
4.67
MW-5
75-01-4
Vinyl chloride
5/26/2011
4.1
ugll
0.03
1
4.07
MW'ti5
75-01-4
Vinyl chloride
1011712011
Z9
ugll
0.03.
1
2.87
t 2L = North Carolina 15A NCAC 2L Groundwater Quality Standard
T SWSL = Solid Waste Section Reporting Limit
BOLL] = Concentration 5 2L, or 2B Standard
Surry County Closed C&D over Closed MSWLF

Table 2; Summary of Field Parameter Data
Parameter WLR Water TOC
(BTOC) lElevation Elevatione
Tmp.
ORP
DO
PH Specific
Conductance
SU umhos/cm
�g
Turbidity,
Units
It
ft (amsl)
ft (amsl)
L C
rnV
m
mg/L
NTU
IW-1
70.47
-
-
14.0
197
2.9
6.53 0.11
0.05
Slight
I W-2 (MW--2)
42.55
1026.31
1068.86
16.6
74
0.6
5.92 0.29
0.14
Clear
,IW-3 (MW-3RS)
34.13
986.44
1020.57
15.2
-9
0.9
8.15 D.49
0.25
38.2
'IW--5 (MW-5)
Minimum
43.15
1037.03
_
1080,18 16.1
1020.57 14.0
-33
0.9
6.24 0.69
0.34
8.93
34.13
986.44
-33
0.6
5.92 0.11
0.05
-
Maximum
Average
70.47
1037.03 1 1080.18 16.6
1016.59 1056.54 15.5
197
2.9
8.15 0.69
0.34
-
47.58
57
1.3
1 6.71 L 0.40
0.20
-
Surry County Closed C&D over Closed MSWLF

PLATES

Topographic Map with Site Location
Gate Cpmpleted 1 WZX20 11
Surry county Landfill Craaled By M. German
Project Name Irtjaction Report
Silo Nacre Surry County Landfil
PLATE 1Prq ct Nurrter 310061.0
Mmicpal Engineering Services Corrpany, PA
QUADRANGLE LEGEND
1 U 1 MILE
w—.....t +
ROAD CLASSIFICATION
Primary highway, Light -duty road. hard or
hard surface Improved surface
Secondary highway.
hard surface Unimproved road ---------
Interstate Route U S. Route 0 State Route

APPENDIX A

North Carolina - Decanmem of Eriwronmenl. Health. and Natural Resources
Division of Environmental Management . Groundwater Section
P.O. Box 29535 • Raleigh, N.C. 2762G-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAl Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
LaL Lang. RQ
Mir" Basin
Basin Code
14eadir Ent Gvi-I E-m
STATE WELL CONSTRUCTIONDRILLERREGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town; Mount Airy — County: Surry
SR 2015
(Road, Community, or SuWivtsion and LoINo.)
2. OWNER Surrg County
ADDRESS Box 70
Dobson LSir eei or Dole Na.j 27017
City or Town State Zio Code
3, OATE DRILLED 8-27-944 USE OF WELL Monitoring
4. TOTAL DEPTH 64 • i
5. CLI-M dGS COLLECTED YES ❑ NOF
6. DOES WELL REPLACE EXISTING WELL? YES C NOF-R
7. STATIC WATER LEVEL Below Tap of Casing: 39.5 FT.
(Use': if Atmore Top of Casing)
8. TOP OF CASING IS 2 FT. Above Land Surface'
' Casing Terminated at/or below land surlace is Illegal unless a variant* is issued
In accaroance with 15A NCAC 2C .011It
9. YIELD (gpm): METHOD OF TEST
14. WATER ZONES {depth]- 51 to 64.7 ft
. i. CHLORINATION: Type Amount
12. CASING:
Wall Thickness
Depth
Diameter or wmghr'pt.
Material
From — To ��
Ft.
2" Sch
40 PVC
From To
Ft.
From To
Ft.
13. GROUT-.
Depth
Material
Method
From 0 To 45
Ft
Cement
Grout
From 45 To 46
Ft,
Bentonite
Pellet
14. SCREEN:
Depth
Diameter Slot Size
Matenai
From 48 To 63 Ft
2
in, •010
in, PVC
From To Ft.
in.
in.
From To Ft,
in.
in.
15. SANDIGRAVEL PACK.
Depth
Size
Material
From 46 To 64.7
Ft.
2
Sand
DEPTH
DRILLING LOG
From To
Formation Description
❑ - 5
Red clay
5 - 16
Tan sandy -silt
16 - 64.7
Gray garnet Boca
schist with granite
intrusions
If additional space is needed use sack cf form
LOCATION SKETCH
(Show direction and distance from at least two State
Roaes. cr other map reference points)
SR 2015
From To Ft. — N i -
16. REMARKS: Monitoring Well 5 Water first encount
I Da HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. wELL
CONSTRUCTION STANCA RIDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER,
SIGN IT E OF CONTRACTOR GR AGENT r 0A
GW.I REV 5 9f Su. n.-nai to Divisior al Eriviror ental Klanaoemer,t and coow to well awns'

k,
1. WELL CONTRACTOR:
Derry Hunevcutt
1 r ONRENDENTlAr WELL CONSTRUCi'ION RECORD
North Carolina Departmo t of Eriviroament and Natnrat Resources- Division of Winer Quality
WELL coNTRAcToR CERTEncAT1iUN # 2663
Well Contractor (Individual) Name
Derry's Well Driffina Inc.
Well Contractor Company Name
442$3-A NC 24/27/73
Street Address
Albemarle NC 28001
City or Town State Zip Cade
7� 04 a 982-9070
Area Code Phone number
2, WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMITA(ir appGrble) WIQ400176
SITE WELL IDA{dapphcable) IW-1
3. WELL USE (Check One Box) Monitoring ❑ Municipal[PubliC ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection N(
Irrigation❑ Other ❑ (list use)
DATE DRILLED.10/28/11
4. WELL LOCATION-
419 Landfill Road
(Street Name, Numbers. Community, Subdivision, LW ND-. Parcel. Zip Code)
CITY: Ararat COUNTY Sury
TOPOGRAPH)C I LAND SETTING: (check appropriate box)
[]Slope []Valley ❑Flat ►6Ridge ❑other �-�(y[�(�+
C`D 36—AAAA&AAAAAAAAI CL ROR 3MIAAAA CC
I NLVt$TCD75 AAA&AAAAAAAAI CL ROR NU 57Y#3^Ann CC
Latitude/longitude source: V3PS []Topographic map
ffocaffon of welt must be shown on a USGS topo map andaftached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Surry Co- Closed MSWLF
Fadity Name Facility ID# {if applicable)
-419 Landfill -Road -
Street Address
—Ararat- _ _ _�i C _ 27007
City or Town State Zip Code
Mr— !r?rr►>•-Snnw [Public Works Director]
Contact Name
PO Box 1,542
T Mailing Address
MauntAlnr - NC 27030
City or Town State Zap Code
t 336401-8376,
Area code Phone number
d. TOP OF CASING IS _3.00 _ FT. Above Land Surface'
'Top of casing temrinated aVor below land surface may require
a variance in accordance with I6A NCAC 2C -0118-
e- YIELD (gpm): na METHOD OF TEST na
L DISINFECTION: Typo na Amount na
g. WATER ZONES (depth):
Top 75�f?1?1 Bottom7,Z'(?) Top Botinm
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +3-00 Bottom 61.40 Ft- 2" sCh 4D PVC
Top Bottom Ft
Top Bottom Fl
8. GROUT: Depth Material Method
Top 57.00 Bottom 60.00 Ft Bent. Chips Gravity
Top 0 13ottom57.00 Ft. Neat Cement Tremie
Top Bottom FL
9. SCREEN: Depth Diameter Slot Size Material
Top 61.40 Bottom 81.40Ft, 2 in. 0A2 in. PVC
Top Bottom Ft. in. in. _4-0flow
Top Bottom Ft_ in. in. 118"Spacing
10. SANDIGRAVEL PACK:
Depth sae Material
Top 60.00 Bottom 84.00 Ft-#3-- Filter Sand
Top Bottom Ft
Top Batlnm FL
11- DRILLING LOG
Top Bottom
0 141.00
4-_ 1.00 1 43.00
43.0 ! 47.00
47,001 84.01)
!
E3 1 63.50
70 / 70.50
751 77
80 V80.50 - -
1
Formation Description
Iif.Y.Tlti.`f1Tt N-- ali'ir►j�
a r WiQh-uensitv
;.
Fracture
Fra t re
Fracture
Fracture
12. REMARKS:
Th'rd attempt fiI st two were dry.
6. WELL DETAILS: 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
I5A C 2C, IArEL1 CONSTRUCrlpN ANIARDS. AN➢ THAT A OF THIS
a. TOTAL DEPTH: B•1.40' RE HAsBE�r+Ott To WELL OWNER
b. DOES WELL REPLACE EXISTING WELL? YES p NO>� N F CERTtFI iL CO'VrRACTOR GATE
c. WATER LEVEL Below Top of Casing: 53 90_ FT.
(Use'+' if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - information Processing, Form Rev. 110BIOB
1617 MaiI Service Center, Raleigh, NC 27699-161, Phone : [phone]

' WELL COMPLETION RECORD r
/,/1 `7--
4PLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED. AND RETURN FORM TOTHE N-C.
1RTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
BOX 2091. RALEIGH. N.C. 27602
AE OF SITE. PE[MM NO.: t� /
• 5�, 1� i� '� rw r r r+� � �'r L t �J IC
)RESS; JIOWNER(print):
- 0- li� 7G� �01 1�tJ C � , 7 �"' 1Z �ZY LG rrd i `Y
LL1NG CONTRACTOR: ;} REG[S MA-fiON NO.:
�'44- /� A) F 1t � �zS
+g Typr:
dla.
in.
Grout Depth: from .'' to �ff ft., dim. J ' in.
ig Depth:
from _ D to 6 12 ft -dia.
in.
Benronite Seal: from f to _ - % ft. -dia- ALL in.
-n Tvpe'
9-k I-- dia.
Ic • in.
Sand/Gravel PK: from 2 to ft. - dia. G in.
m Depth-.
from Z �2 to Q 1)IJ k - dia.
T„ in-
Total Well Depth: from q to y ft- - dia. !-- ' in.
c Water Leaei: r� feet from top of casing Dare Measured — /____-_ J__,__
l (gpm): /— Mcthod of Testing: ¢� Cuing is / ' feet above land surface
(show distance to numbered roads, of other map refaence points)
MARKS:
SIGNATURE
�� - .. , ..... ..�. .... ., d„ ... ...,.............

RAOmkmLmrddnma
MONITORING WELL
~■ wrw
CONSTRUCTION LOG ENGINEERING, ?NC
PROJECT-- Mt. Ai Water Quality Assessment MONITORING WELL #D: MW-3RS
LOCATION- Mt. Airy NC CONSTRUCTION DATE., 5/17/2001
STAND PIPE CONSTRUCTION
GEOLOGIC UN
MEASURING POINT ELEVATION 1020.57 ft AMSL
PAD DIMENSIONS a feet x 3_feet _
GROUND SURFACE ELEVATION 1 a18.24 ft AMSL
BOREHOLE DIAMETER 9 inches to 14 `eet below grade
4 inches from 14 feet to bottom
ANNULAR SPACE SEAL
TYPE OF SEAL Roanoke Portland Cement
Tremie routed '^
RISER TYPE PVC
RISER DIAMETER 2 inches
TOP OF FILTER PACK SEAL
ELEVATION 988,57 ft AMSL
DEPTH 32 feet
FILTER PACK SEAL TYPE Shur PI 318 inch chips
TOP OF FILTER PACK
ELEVATION 985.57 ft AMSL
DEPTH 35 #eet
FILTER PACK TYPE �3 radedwelt sand
FILTER PACK SOURCE ❑SI
TOP OF SCREEN
ELEVATION 983.57 ft AMSL
DEPTH 37 feet
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE ❑ O10 inch
BOTTOM OF SCREEN
ELEVATION 9 8.57 ft AMSL
DEPTH 52 feet
BOTTOM OF BOREHOLE
ELEVATION 968.57 ft AMSL
DEPTH 52 feet

WELL ARANDONWNT RECORD
North Carolina Department of Eirvironment and Natural Resources Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry L Huneycutt
Well Contractor (Individual] Name
Derry's Well Drilling Inc.
Well Contractor Company Name
44283-A NC 24127/73
Street Address
Albemarle NC 28601
City or Town State tip Code
7[ 44 1 982-9070
Area code Phone number
2- WELL INFORMATION -
SITE WELL ID 0 (if applicable) B-i4
STATE WELL PERMIT 0 (if applicable)
COUNTY WELL PERMIT # (11 applicable)
DWO or OTHER PERMIT # (ii€appfrcable)
WELL USE (Check applicable use)O Monitoring D Residential
El ita unlcipal/Public D IndustriallCommerclal D Agricultural
D Recovery ❑ Injection 0 Irrigation
X Other Dist use) Dry boring. Intended to be IW-1 (1st attempt)
3. WELL LOCATION:
COUNTY Strrry QUADRANGIE NAME Mt Airy South
NEAREST TOV11N_ Ararat or ML Airy
419 Landfill Rd. 270D7
(StreeURDad Name, Number, Community, Subdivision, Lot No., Parcel, Zip Cade)
TOPOGRAPHC 1 LAND SETTING:
17 Slope Ll Valley ❑ Flat X1 Ridgel I Other
(Check appropriate setting)
LATITUDE 36 ^ Dons OR 33.578112 ❑D
LONGITUDE 75 " DMS oR 85.563072 DO
Latitudeflongitude source: W�-Ps propographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
48. FACILITY - The narne cf the business where the well is located. Complete 4a r
W a re§derdlal well, skip 4a; complete 4b, well owner information only.)
FACILITY 10 9 (if applicabTe)
NAME OF FAC1Lrry Surry Co. Closed C&D and Closed Unlined MSWLF
STREETADDRESS 419 Landfill Road
Ararat NC 27007
City or Town State Zip Cade
4b. CONTACT PERSONIWELL OWNER:
NAME Mr. Jerry Snow (Public Works Director)
STREET ADDRESS PO Box 1542 ML Airy NC 27030
S. WELL DETAILS:
a.Total Depth 84 tt Diameter. Boring 6.5 in.
b. Water Level (Below Measuring paint): dry it -
Measuring point is 0,04 ft. above land surfane.
S. CASING: Length Diameter
a. Casing Depth (if known): none it none in
b. Casing Removed: norm fL none in,
T. DISINFECTION: na
(Amount of 65%75% rakklm hypaddertle useM
B. SEALING MATEMAL:
Neat Cam I Sand Ce[m t
Cement 1�86 lb. Cement lb.
Water-' 10 gal. Water gal.
Bentont
Sentonile lb.
Type: D Sluny 0 Pellets
Water gal.
Other
Type material
9. EXPLAIN MET1400 OF EMPLACEMENT OF MATERIAL:
10. WELL DIAGRAM : Draw a detailed skelch of theeli on the back of skis
form showing total depth, depth and diameter of screens (lf any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill material&nwd
11. DATE WELL ABANDONED 10/28/11
100 HERMY CER_nFY THATTHIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C. WELL CONSTRUCTION ANDARDS, AND THATA COPY OF
RECORD HAS BEEN PrDVIDEO TO THE WNER-
FjAL4_--'z //
10/30111
MGMAIKEOF CERTIFIED WELL CPINTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(rho primte well owner must be an indry dual whorsoro handons his/her residential well
in aamrdarrm with 15A NCAC 2C-0113-)
Derry L Huneycutt
PRINTED NAME OF PERSON AEA. NDONING YHE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing, Form GW-30
1617 Mail Service Center, Raleigh, NC 276994617, Phone : [phone] Rev. 5110

B-A (iW 1 attempt 1)
Dry Boring. Well never installed
Located --T south of pre -planned survey stake
Attempt 1 of 3
Ground
Neat Cement: 0-91'

WELL ABANDONMENT RECORD
'. {. North Carolina Department of Environme nt and Natural Rcsources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry L Huneycutt
Welt Contractor (Individual) Name
Derry's Well Drilling Inc.
Welt Contractor Company Name
442B3-A NG 24MW73
Street Address
Albemarle NC 28001
City or Town State Zip Code
7�, 982-9070
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (f applicable) B-g
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT * (if applicable)
DWQ or OTHER PERMIT # Cd applicable)
WELL USE (Check applicable use)7 Monitoring ❑ Residential
0 MunicipallPublic ❑ IndushiaUCommerclal D Agricultural
0 Recovery ❑ Injection ❑ Irrigation
iA Other (list use) Dry boring. Intended to be IW-1 (Is[ attempt)
6. WELLDETAILS:
a. Total Deplts B4 ft. Diameter: Haring 6.5 in.
b. Water Level (Below Measuring Point): dry ft-
Measuring point is (100 fL above land surface.
107-TAIilr3l
Length Diameter
a. Casing Depth of known); none
b. Casing Removed: none
DISINFECTION: na
ft. none in
ft Mane in.
(Amount ofe5%v75°% calcium hypochlorile used)
8_ SEALING MATERIAL:
Neat CerrreRt
Cement 1692 lb,
Water 106 gal.
e t-0
Bentonite lb.
Type:❑ Slurry G Pellets
Water gal.
Other
Type material
Cement to.
Water gal_
3. WELL LOCATION:
COUNTY sur(y QUADPANGIE NAME Mt Airy South
NEARESTTOWN: Ararat or Mt. Airy
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
419 Landfill Rd. 27007
(StreeHFtoad Name, Number, Cormrunlity, Subdlvision, Lai No-, Parcel, Zip Coda)
TOPOGRAPHC) LAND SETTING:
❑ Slope © Vafley F., Flat X Ridge❑ Other
(Check appropriate setting)
10. WELL DIAGRAM : Draw a detailed sketch of theell on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
LATITUDE 36 _ " DMS QR 33.578123 DD
in the well, gravel interval, intervals of casing perforations, and depths and
LONGITUDE 75 T _ " DMS OR a5.563ffi9 DO -
types of fill materialsised
Latitudenongibrde source: N!j3PS Dropographic map
10128/11
(location of well must be shown an a USGS fopo map andaMached to
11, DATE WELL ABANDONED
this form if not using GPS)
i DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WFTH 15A NCAC 2C, WELL CONSTRICTION STANDARDS, AND THAT A COPY OF
4a. FACILITY - The name of the business where the well is located. Complete 4a :
THI ORD Rq5 B EN POVIDEID TO THE WELL OWNER.
(If a residerriial well, skip 4a: oomplela 4b, well owner infonnatman Orly.)
A)j
FACILITY 10 6 (if applicable)
10)30111
NAME OF FACILITY Surry Co. Closed C&D and Closed Unlined MSWLF
NA D RTIFtI4E) WELL GO CTOR DATE
STREET ADDRESS 419 Landfll Road
Ararat NC 27007
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
Cityor Town State Zip Code
(The prorate well owner must bean individual wtsrsonalhahandons hislher residential well
in accordarrca with 15A NCAC 2C .0111)
4b. CONTACT PERSONMELL OWNER:
Derry L Huneycutt
NAME Mr. Jerry Snow (Public Works Director) -
PRINTED NAME OF PERSON ABANDONING THE WELL
STREET ADDRESS PO Box 1542 ML Airy NC 27030
Submit a Copy to the owner and the original to: Division of Water Quality - Information Processing, Form GW-30
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone] Rev. 5110

B-B QW-t attempt 2)
Dry boring. Well never installed
--33' East offset from planned 1WA
Attempt 2 of 3
Ground
Neat Cement: 0-91'
--91'

-• sac •-
t�'
WELL ABANDONMENT RECORD
5
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICA noN # 2663
1. WELL CONTRACTOR:
Deny L Huneycutt
Well Contractor (individual) Name
Derry's Well Drilling Inc-
WeH Contractor Company Name
44283-A NC 24127R3
Street Address
Albemarle NC 28001
City or Town State Zip Code
7i 04 1 982-9070
Area code Phone number
s- WELL DETAILS:
a -Total Depth 64
ft_ Diameter. Baring 6.5 in
b. Water Level (Below Measuring
Point): dry fi.
Measuring point is 0.00
fL above land surface.
6. CASING:
Length Diameter
a. Casing Depth (fF known):
none R• none in.
b. Casing Removed:
n° a fL n° in,
7. DISINFECTION- na
(Amount of 65%75% calcium hypochlortte used)
1 WELL INFORMATION:
SITE WELL ID 8 (if appiicahie) B� 8. SEALING MATERIAL:
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWO or OTHER PERMIT # (if applicable)
WELL USE (Check applicable used• t1 Monitoring -1 Residential
❑ M unielpallPublic 0 IndustriailCommerctal ❑ Agricultural
0 Recovery ❑ Injection ❑ Irrigation
0 Other (fist use) Dry boring. Intended to be MW-24
3. WELL LOCATION:
COUNTY SurrY OUADRANGIE NAME Nft Airy South
NEAREST TOWN: Ararat or ML Airy
419landfill Rd. 27007
tsireervRosd Name, Number, Comnm ity, SubtrMslnn, Lei No., Pamm, Zip Code]
TOPOGRAPHC f LAND SETTING:
U'Slope F3 Valley I I Flat 0 Pidger7 Other
(Check appropriate setting)
LATrTUDE _36_ • 0MS OR 33.5M138 DD
LONGITUDE 75 _ ' DM5 OR 86.50087 Do
Latitudetlongitude source: 9GPS propographic map
(location of well most be shown on a USGS topo map andattachad to
this form if not using GPS)
Neilt Came
Sand Cement
Cement lb-
Cement 160 lb,
Water gal,
Wai18 nal.
Rentonite
Bentonite lm lb,
Type: ❑ Slurry ❑ Pellets
Water [a gal.
Other
Type material
Amount
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
10. WELL DIAGRAM --Draw a detailed sketch of theell on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
In the well, gravel interval, intervals of casing perforations, and depths and
types of fill materiaLsUsed
11. DATE WELL ABANDONED 10128fl l
I DD HEREBY CERTIFY THAT THIS WELL WAS ABANDONED] IN ACCORDANCE
WrTH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
4a. FACILITY - The name of" business where the well is loomed. C(xn leto 4a : ECORD HAS BEEN P8\nDED TO THE ULELL OWNER.
(If a residenffal well, skip 4a; vornpiele 4b, well owner information only.)
FACILITY ID 9 {tf applicable) ZI dim," 10/30/11
NAME OF FACII.frY curry Co. Closed C&D and Closed Unlined MSWLF gFIGNATU F CERTIMEOWELLCO CTOR DATE
STREETADDRESS 419 Landfill Road
Ararat NC 27007
City or Town State Tip Code
4b.CONTACT PERSONIWELL OWNER:
NAME Mr. Jerry Snow (Public Works Director)
STREET ADDRESS PO Box 1542 ML Airy NC 27030
SIGNATURE OF PRIVATE WELL OMERABAHDOWNG THE WELL DATE
(The pinr2Ae well trunk must be an iodinkual rso bandons hislher residential well
in acrordanca with 15A NCAC 2C .0113.)
Derry L Huneycutt
PRINTED NAME OF PERSON A13ANDOMING THE WE LL
Submit a copy to the owner and the original to: Division of Water Duality - Information Processing, Form GW-30
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]D Rev- 5110

Ground
— 54'

APPENDIX B

d6-
Delivered EOS drums
Injection at IW-1

57
Ij
ir
elf
1.4w . ......
qX
op,
IN—
T

s
Quarterly Water Quality Monitoring Report
Prepared far
Surry County Closed C&D and Closed MSVWLF, Mt. Airy
Mt. Airy, North Carolina
May 2012
RECEIVED/DENRIDWQ
OCT 18 2012
Aquifer Powion So*n
UIC Permit Number:WI0400176
SWS Facility Permit Number: $5-02
MESCO Project Number: G12032.0
Submitted: October 16, 2012
Municipal QCEnginetrings-Ad.bs, rx
P.O. Box 97 Municipal Eugineenng Senates Company, P.A
Garner, NC 27529 Gamer and Boone, Nornh Carolina
License No. C-0281

TABLE OF CONTENTS
SECTION
Introduction____......_..._.........._._...._ ._ _. ....... ._._...._
_ ......... 1
Background. ........ ........._......... ... ._._.._ .__...._._m_._.._._.__...w.......
� Page 1
Sampling Procedure_.,__......__..__..___
..._ Page 2
Field Parameter Data--.—.-...-..- _ _
,_Page 2
Laboratory Results ...... _ _.
_ -Page 2
GroundwaterSamples.__..—_.._............. ------ _ _ _........_.__......____.. _
_. �.._.._. _�....... Page 2
Groundwater Characterization.._.. _................. ...... ___.... . _...
__... .._......... ..._.......Page 3
Findings............................. ..................
page 3
Closing....... __.. .... w.___...._.._._._.�__ _ ..__
Pa e 3
FIGURES
Topographic Map with Site Location ............................. ___._.___.._......... _.-------____.Figure I
Potentiometric Map of Uppermost Aquifer wl VOCs Detected Above 2L Standards___ Figure 2
Time Series Graph of Total Cumulative VOC Concentrations Figure 3
TABLES
Samplingand Analysis Summary ......................... ...................................... _...._.........___­m._..._........._........___ _ ___...._
..... ............___...Table I
Detections that Attain or are Above SWSL or 2L Standard (Appendix I) _ _
Table 2
Indicator Parameter Data Summary _
Table 3
Field Parameter Data Summary-...- . _ .
Table 4
Hydrologic Properties at Monitoring Wells.- �
—"-------.Table S
APPENDICIES
Laboratory Analysis Report and Chains of Custody
ppendix A

License No, C-0281
CIVILISANITARY IENVIRONMENTAL ENGINEERS
Municipal
Services
SITE PLANNING ISUBDIVISIONS
Mr- Thomas Slusser, P.G.
Aquifer Protection Section -Underground Injection Control Program
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Re: Quarterly Water Quality Monitoring Report
Surry County Closed C&D and Closed MSWLF, Mt. Airy
237 Landfill Road
Mount Airy, NC 27030
SWS Permit No. 86-02
U iC Permit No. W10400176
MESCO Project No. G 120310
Dear Mr. Slusser:
Introduction
SOLID WASTE MANAGEMENT
Engineering
Company, P.Q.
SUBSURFACE UTILITY ENGINEERING (SUE)
October 16. 2012
RECEIVED/DENR1D &
OCT 18 2012
Aquifer Protection Section
On behalf of Surry County, Municipal Engineering Services Company, P.A. (MESCO) is pleased to present this
Quarterly Water Quality Monitoring Report for the Spring 2012 event performed at the Surry County closed
construction and demolition (C&D) and closed municipal solid waste landfill (MSWLF)-Mount Airy, The
Injection Well Permit Application and Well Permit No. W10400176 (51611 1) requires that Surry County provide this
report to the Underground Injection Control (UIC) program on a quarterly basis. This report documents the quality
of the groundwater during this monitoring event performed on May 30, 2012. Laboratory analytical results indicate
volatile organic compounds (VOCs) attributed to landfill activities continue to persist within three wells that monitor
the uppermost aquifer downgradient of three injection points. However, total VOC concentrations have decreased in
two of the three locations compared to the baseline established during the five events prior to the November 2011
injection event.
Background
The Surry County closed C&D and MSWLF, permit #86-03, is located at 237 Landfill Road in Mt. Airy North
Carolina. The site location topographic map is depicted in the attached Figure 1. Prior to becoming a C&:D landfill
the subject area operated as a MSW unlined sanitary landfill that stopped receiving waste prior to January 1, 1999.
The MSWLF was closed with a low permeability cohesive cap per the Transition Plan. The top portion of the
southern unit served as an exclusive C&D landfill until prior to June 1, 2008 at which time it was properly closed
with another cohesive cap in accordance to the Closure Plan.
Per the NC Solid Waste Section (SWS) approved Corrective ,fiction Plan enhanced bioremediation via substrate and
tracer injection was initiated in accordance with requirements outlined in the Injection Well Permit Application and
We]I Permit No. W10400176 (516111). EOS0598B42 plus txl6 oz EOS& Vitamin B12 supplement and sodium
bromide tracer were injected into four welts on November 2-3, 2011 in an effort to reduce low level aliphatic and
aromatic chlorinated hydrocarbons in groundwater to below the North Carolina Groundwater Standards (2L
Standards). Injections were performed through IW-1, IW-2. IW-3 and IW-5 and details are provided in the
Injection Event Record dated November 4, 2010.
PO Box 97. Gamer, North Carolina 27529 (9191772-5393
PO Box 349. Boone, NC 28607 [phone]

Water quality at this facility has been monitored at least semi-annually since 1989 with historical data available
since 1994. This is the second quarterly post injection report and the premier post injection report was submitted to
the UIC and SWS on July 25, 2012.
This report contains sampling procedures, field and laboratory results, groundwater and surface water
characterization, and findings. A table of detections compared to Standards, field data results table, groundwater
flow directions/rates table, a potentiometric map of the uppermost aquifer, indicator parameter data table and
laboratory analytical data results are also enclosed.
Sampling Procedure
MESCO personnel performed this sampling event following the parameters, frequency and well locations
established by the UIC. This event was performed in conjunction with the required SWS semi-annual water quality
monitoring event, therefore additional information than required by the UIC may be reported.
Groundwater samples were collected and analyzed from nine wells which includes MW-3R, MW-12S, MW-12D,
M W-13, M W-15, M W-16, M W-18, M W-19 and upgradient background well MW-1. Additionally, water within the
injection wells were measured and visually evaluated in an effort to determine the amount of residual organic
substrate remaining in the wells which may help evaluate the viability of these wells to be used for future water
quality analysis. Monitoring locations are depicted on Figure 2.
Sampling was perfonned per the protocols outlined in the SWS approved Groundwater and Surface Water Sampling
and Analysis Plan which was submitted with the Corrective Action Plow (CAP) revision 2 dated December 10.
2010. The depth to water in each well was electronically gaged prior to purging to quantify the static water level
elevation. Low -flow pumping methodology or bailing was utilized to adequately purge the wells a minimum of
three well volumes or until dry. During purging the stabilized field parameters were recorded. The samples were
then placed into laboratory -prepared, pre -preserved containers via a new disposable polyethylene bailer. Samples
were kept on ice, and transported to a NC -certified laboratory under proper chain of custody (C-O-C) protocols.
Field Parameter Data
Field parameters recorded included pH, specific conductance, temperature, dissolved oxygen (DO), oxidation
reduction potential (ORP), total dissolved solids (TDS) and turbidity. A summary of the field parameter data is
presented in Table 4.
Laboratory Results
Pace Analytical Laboratories (PACE) of Huntersville and Asheville, NC performed the majority of the laboratory
analysis. Groundwater samples were analyzed for all the parameters requested by the UIC which includes VOCs
and total metals listed in Appendix 11 of 40 CFR 258, alkalinity, sulfate, chloride, total organic carbon and
biochemical oxygen demand. Environmental Conservation Laboratories (ENCO) of Cary, NC analyzed the
samples for the bromide tracer. A sampling and analysis table summarizing the locations, target parameters and
laboratory methods is presented as Table 1, Water samples were reported at the laboratory specific Method
Detection Limits (MDL), which are quantifiable at or below the current Solid Waste Section Limits (SWSL).
Laboratory results and C-O-Cs are presented in Appendix A.
Groundwater Samples
The only total metal exceedance was an unprecedented concentration of cadmium detected in MW-12D. The wells
with VOCs detected in quantifiable concentrations in exceedance of their respective 2L Standard during this event
include MW-15 (1.1-dichloroethane, TCE, PCE, benzene) and MW-16 (benzene, 1,4-dichlorobenzene, 1,2-
dichloropropane, I,1-dichloroethane, vinyl chloride), Table 2 summarizes Appendix I constituents detected in the
water samples in concentrations above the current S WSL or North Carolina Groundwater Standards (2L). Table 3
summarizes indicator parameters quantified by the laboratory.
A site map depicting the spatial distribution of VOC concentrations detected above the 2L Standard during this
event is presented on Figure 2.
2

Groundwater Characterization
A potentiometric map of the uppermost aquifer created from static groundwater elevations recorded during the May
2012 event is included as Figure 2. Groundwater flow rates and directions were calculated via modified Darcy's
equation and are included in Table 5. Groundwater flows in the unconfined and upper bedrock water -bearing zones
in a general southwesterly direction away front the waste limits. Calculated groundwater velocities were variable
but consistent compared to historical observations.
Findings
The quarterly laboratory results indicate that low level dissolved phase VOCs consisting of chlorinated
hydrocarbons and aromatics continue to be detected in groundwater samples collected from MW-13, MW-15 and
MW-16 which are located within the relevant compliance boundary. Contamination continues to not be identified in
samples collected from the other six wells sampled during this event. All VOCs detected in concentrations above
the 2L Standard during this event remain within their own respective historically identified range. The total
cumulative VOC concentrations detected in the nine wells monitored during this event decreased by 31°/c (267 ug/1
to 184 ug/l) compared to the moving average of the five events that proceeded the injections ( Figure 3).
Specifically total cumulative VOC concentrations decreased 45% in MW-16, 44% in MW-13 and increased 8% in
MW-15 compared to their own respective five event moving average (Figure 3).
Evaluation of the injection wells (IW-1, IW-2, IW-3, 1W-5) continues to indicate that a considerable amount of
residual organic substrate remain in each of these wells rendering therm unsuitable for representative water quality
analysis. The viscosity of the water in the injection wells during this May 2012 event precludes sample collection
as either a bailer would not descend or the check valve failed. As previously speculated It was confirmed that
injection into lW-I was unsuccessful as no more than 3 gallons of substrate was introduced to the fractured bedrock
aquifer at 1W-1. The depth to substrate as measured in IW-I had only subsided a total of approximately 22 feet in
210 days (<2"/day) and had yet to reach the 50 foot pre -injection static level.
Bromide tracer was only detected in low non -quantifiable "j-qualified" concentrations in MW-16.
Closing
Corrective action to remediate the VOCs as detected in groundwater is expected to continue. The third post
injection quarterly water quality monitoring was performed on August 20, 2012 and the report will be submitted to
UIC and SWS upon completion. If you have any questions regarding this report, please contact us at (919) 772-
5393 or by email at i pfoh lAmesco.com or [e-mail].
Sincerely,
MUNICIPAL ENGINEERING SERVICES CO., P.A.
ji nathan P fob l
EnWonmental Specialist
Enclosures
cc: Mr. Dennis Bledsoe
Surry County
Ms. Jaclynne Drummond
SWS-Compliance Branch
RECEWEDIDENRID WQ
Aquffer Protection SL CtOn

Figures

Topographic Map with Site Location
Surry County Subtitle D Lined MSLF, Phases 1 & 2
Surry County Closed C&D and Closed MSWLF, Mt. Airy
X.
VP
irk
-i4 r�r . +1• - �� ice` i�+'.- �'� c.Y :• 3. K. .r ,,•�`",.
:1rr"S`•.._t • .t.. -L � ., �N$ h y'Ol. �� ? �d �.r _ .�. �x. •' ` _: �;, .. , . •-f, =...�
•:.� �! ..i3", -'•4' '•':.� • !
IN4, . . ' tip`.• .1 - ; _,Sys.' _
kv
�x�s�r' : :.�- ,ram-.. r:�.'r'�"' L�-•��`�';�� _ �:.r � •i -
Al
Ip __ _ ` a 1�J' �".J•..�L . _ lfy '-'- (G"���'1: `eke. �•
.# _Rr ..;,. r.-�,-� Sad' Ir -• _ v .. ..Yr,"•:'�•"'SS.. ,r .
hen '� `- � -'- - ' • �� i��r,�_ - »�'t., . .. - '
.•:.. i.:w:.
-' ^"�.�.: �.{f`K!=L • � -.. a``:o
e�t
�r
!, M;zl" 4—
J " '•
`� 1•; i,- , •i`
ROAD CLASSIFtCA'nON
�J7 La�dfili Road Primary highway. Light -duty road, hard or
hard surface improved surface
Mount Airy, NC28621 Secondaryhighway,
Lat:36-26-30.065 hard surface Unimproved road -
Lnrtlg:-80-34-15.314
Interstate Route 0 U S. Route r ) State Route
-
Northing:983355.18 1 ❑ T 1 MILE
Easting:1537885.48 FIGURE 1

Figure 3
Total Cumulative VOC Concentrations PrelPost Injection Comparison
October 22, 2009 - May 31, 2012
i
8
Total Curnulaliv e VOC Concentrations SM L or 2L Standard
i j- I ;
L5
UJI
SOTO ()a:@
-OM 10 -M. 11 -Wit 15 nAA LX WNS Aft 12S MW 120 -60N. I -WN. 3R 4" 1 a i w4v 19 z
Five Event jjll
Moving
Average of
Five
Events
Oct May Oct MYPreceding
2009 2010 2010 2011 a10ct 2 011 Injection May 2012 Difference
Well ID (ugIL) (ugJL) (uq/L)J4L1j (ug/L) (ug/L) (ug/L) Difference
MW-1 0.00 0.00 0,00 0.00 om 0.00 om om I 0.00
IVIW-3R 0-00 0.00 0.00 0.00 0.06 0_00 0.00 0.00--] U0
OW-12S 0.00 0 00 OM 0.00 5-40 1.08 0.00 -1-08 -100.00
W-1 2D 0.00 0.00 . 0�00 0.00 0.00 0.00 0.00 0.00 U10
---- - - ----- - -- - --- 3 - ----- - 61.00 50.60 74,20 87.30 7250 69.112 313.41 -30.71 -44A3
FIMW-1 5 - 96.13 63.89 .55-00 78.10 06 71.44 76.�3 5.39 7.55
- ---------- - - ------------ --- -------- ....... ........ __. ------ - - ---------
IVI- - - - ----- - ------w_1 6 137.901113.60 135�70:121.201 116.30 121�24 68-60 -56-34 -45.09 -----
OW-1 8 0,00 7 0.00 0.00 0.00 om 1, 0.00 0.00 0.00 0.00
MW-19 0.00 0.00 0,00 0.00 0.000.00 0.001 0,00 0,00 ..
otal 26658 1 -82.74 -31,04
_�2M.M_L?2�89LN4,90-286.60 258.26 83.64-
!Combined T
Surry County Closed C&D and Closed MSVVLF, Mt- Airy Page 1 of 1

Tables

Table 1
Sampling and Analysis Summary
May 30, 2012
Apv.11
MNA
Tracer
Q.
1=
m
yr
�
22
m
p
U
tg
O
U
❑
o
tY
0
7
h4-
Q
U]
U
D-
M
m
0
6
m
v
�
�
CD
CDP
U
CO
Q
M
O
LD
It
m
Q
m
O
a
O
C)
O
Q
J
Q
W
Q
d
LOU-
MW-1
x
x
x
x
x
x
MW 3R
x
x
x
x
x
x
x
MW-12S
x
x
x
x
x
x
x
x
MW-12D
x
x
x
x
x
x
x
MW-13
x
x
x
x
x
x
x
x
MW-14
x
x
x
x
x
I x
I x
x
MW15
x
x
x
x
x
x
x
x
MW-15
x
x
x
x
x
x
x
x
MW-18
x
x
x
x
x
x
x
MW-19
x
x
I x
x
x
x
x
App I = from current 4D CFR 258
Surry Countv Closed C&D and Closed MSWLF. Mt. Airy Raae 1 of 1

Table 2
Detections in Water Samples above SWSL, GWP or 2L Standard (Appendix 1)
May 30, 2012
Sample ID
Parameter Name'
Sample
Result
Unit
MDL'
SWSL
2L4 2B'
GWP s Exceedance
Date
Amount
MW-12D
Cadmium
5130/12
2.5
ug1L
1
1
1.75
0.75
MW-13
1,2-Dichloroethane
5130112
0.81 j
ug1L
0.12
1
0.38
0.43
MW-13
Trichloroethene
5/30112
1.1
uglL
0.47
1
3
MW-13
1,1-Dichloroethane
5130/12
7.6
ug1L
0.32
5
70
MW-13
cis-1,2-Dichloroethene
5/30/12
26.9
uglL
0.19
5
70
MW-13
1,4-Dichlorobenzene
5/30/12
2
uglL
0.33
1
6
MW-15
Tetrachloroethene
5130112
1.5
ug1L
0.46
1
0.7
0.8
MW-15
Benzene
5130112
2.3
ug1L
0.25
1
1
1.3
MWAS
Trichloroethene
5130112
4.6
ug1L
0.47
1
3
1.6
MW-15
1,2-Dichloroethane
5130112
0.73 j
ug11-
0,12
1
0.38
0.35
MW-15
1,1-Dichloroethane
5130112
23.1
ug1L
0.32
5
70
MW-15
14-Dichlorobenzene
5130/12
4
ug1L
0.33
1
6
MW-15
cis-1,2-Dichloroethene
5130/12
40.6
uglL
0.19
5
70
MWA6
Benzene
5130112
1.2
uglL
0.25
1
1
0.2
MW-16
1,2-❑ichloroethane
5/30112
1.8
uglL
0.12
1
0.38
1.42
MW-16
1,2-Dichloropropane
5130/12
3.6
uglL
0.27
1
0.51
3.09
MW-16
Vinyl chloride
5130112
3,9
ug1L
0.62
1
0.03
3.87
MW-16
1,4-Dichlorobenzene
5130112
13.6
uglL
0.33
1
6
7.6
MW-16
Chlorobenzene
5/30/12
4.3
ug1L
0.23
3
50
MW-16
cis-1,2-Dichloroethene
5/30/12
38.7
ug1L
0.19
5
70
MW-16
Cobalt
5/30112
58.8
ug1L
5
10
70
MVV-16
Trichloroethene
5/30/12
1.5
ug1L
0.47
1
3
TB
Methylene Chloride
611112
3.2
uglL
0.97
1
4.6
Table contains Appendix I constituents detected In wells designated by UIG at levels at or above SWSL, GWP, 2L, or 2B
' MDL = Method Detection Limit
3 SWSL = Solid Waste Section Reporting Limit
{ A = North Carolina 15A NGAC 2L Groundwater Quality Standard
s 2B = North Carolina 15 NCAC 2B Surface Water Quality Standard for this Specific Stream Classifirat ion
b GWP = Groundwater Protection Standard
j =The reported value is between the laboralory method detection limit (MDL) and the laboratory method reporting limit (MRt-),
adjusted for actual sample preparation data and moisture content, where applicable
SOLO = Concentration > 2L Standard
Surry County Closed C&D and Closed MSWLF, Mt. Airy Page 1 of 1

able 3
Indicator Parameter Data Summary
lay 30, 2012
r
Parameters
Method
MDL"
Units
MW-1
MW-3R
MW-12S
MW-12D
MW-13
MW-15
MW•16
MW-18
MW-19
5/30/12
5/30112
5/30/12
5/30/12
5/30112
5130M2
5/30/12
5130112
5/30/12
Alkalinity
SM 2320B
1000
ug/L
69800
94600
76800
79800
57700
5/30/12
114000
7250
16500
Sulfate
EPA 300.0
2000
ug/L
7710
4960
44900
8540
2680
54500
5000
<2000
2190
-.hloride
SM 4500-CI-E
1000
ug/L
3560
2780
4650
1110
34200
<2000
18800
1400
2510
aC
SM 5310B
1000
ug/L
<1000
<1000
15200
<1000
2430
<1000
3220
<1000
<1000
BDD
SM5210B
2000
ug1L
<2000
<2000
<2000
7200
<2000
<2000
<2000
<2000
<2000
emperature
Field Instrument
0
C
14.4
15.7
13.7
13.9
14.7
14.7
14.5
14.2
14.1
RP
Field Instrument
-900
mV
167.0
121
-778
68
281
31.0
55
196
307
DD
Field Instrument
0
mg/L
j 2.9
0.6
2.5
3.6
0.7
1
0.9
7.9
3.8
-H
Field Instrument
0
SU
6.0
7.54
7.33
7.03
5.83
5.9
6A
5.85
5.58
romide (Tracer)
EPA 300.0
0.029
mg/l_
NS
NS
<0.029
NS
<0.029
<0.029
0.13
NS
NS
lop. Conductance
Field Instrument
0
us/cm
300
260
170
500
200
130
300
13
0
Depth to Water
Field Instrument
0.00
ftbtoc
22.48
40.13
13.37
0.00
25.09
52.95
25.47
5.91
10.77
Vater Elevation
Calculation
0.00
Ftamsl
1111.87
977.37
1012.10
1 1027,05
983.391
1023.01
1 974.07
977.09
935,5
Notes:
"IDL' = Lab Method Detection Limit or lowest field measurement possible. Constituents detected below quantifiable limits are shown as C M D L value.
3urry County Closed C&D and Closed MSWLF, Mt. Airy Page 1 of i

Table 4
Field Parameter Data Summary
May 30, 2012
Depth to
Water
TOC
Specific
Parameter
Water"
Elevation Elevation
Temp.
ORP
DO
pH
Conductance
Units
ft (btoc)
ft (amsl)
ft (amsi)
C
mV
mglL
SU
umhoslcm
[W-1
2163
na
na
NR
NR
NR
NR
NR
MW-1
22.48
1111.87
1134.35
14.4
167
2.9
5.96
300
IW-2
39.92
1068,86
1068.86
NR
NR
NR
NR
NR
MW-3R
40.13
977-37
1017.50
15-7
121
0-6
7.54
260
IW-3
NR
na
1020.57
NR
NR
NR
NR
NR
IW-5
40-61
1039-57
1080.18
NR
NR
NR
NR
NR
MW-12S
13.70
1012-10
1025.80
13.7
-778
2-5
7.33
170
MW-12D
0.00
1027.05
1027.05
13.9
68
3.6
7.03
500
MW-14
34.41
984.39
1018.80
14.5
132
2.4
5.39
81
MW-15
52.95
1023.01
1075.96
14.7
31
0.8
5.93
130
MW-16
25.47
974.07
999-54
14.5
55
0.9
6.10
300
Minimum
0.00
974.07
999.54
13.7
-778
0.6
5.39
81
Average
29.96
1024.25
1046,86
14.5
-29
2.0
6.47
249
Maximum
52A5
1111,87
1134,35
15.7
167
3.6
7.54
500
bloc = Below top of casing
amsl = Above mean sea level
na = Not available
NR = No reading attempted
TDS Turb[dlty
mg/L Visual or NTU
NR
>1000
150
14.8
NR
>1000
130
Clear
NR
>1000
NR
>1000
85
325
250
114
40
18.2
60
205
150
Clear
4D
14.80
124
135.4
250
325
Surry County Closed C&D and Closed MSWLF, Mt. Airy Page 1 of 1

Table 5
Hydrologic Properties at Monitoring Well Locations
May 30, 2012
Groundwater
Average
Groundwater
Hydraulic
Effective
Hydraulic
Linear
Groundwater
Potentiometric
Monitoring
Conductivity
Porosity
Gradient
Velocity Rate Flow
Depth
Elevation
Screened Intervat
Well
(cm/second)
(°In)
(feet/feet)
(feet/year) Direction
(feet btoc)
(feet amsl)
Lithology
MW-1
4.30E-05
15
0.522
155 S42W
22.48
1111.87
Clay
IW-2
4.30E-05
15
0.154
46 S43E
39.92
1028,94
Clay
MW-13
2.06E-04
23
0.295
273 S27E
25.09
983.39
Saprolite
MW-18
2.04E-03
15
0.093
na S29W
5.91
977.09
Saprolite
MW-19
1.10E-03
3
0.094
3.576 S12W
10.77
935.50
PWR
Minimum
4.30E-05
3
0.093
46
5.91
935.5
-
Average
6.86E-04
14
0.232
1,012 -
20.83
1007.36
-
Maximum
2.04E-03
23
0.522
3.576 - _
39.92
1111.87
-
MW-3R
2.40E-0Q
5
na
na na
40.13
977,37
Fractured Rock
IW-3
2.40E-05
5
0.215
107 541 W
31.10
989.47
Fractured Rock
IW-5
1.50E-05
5
0.066
20 SO4W
40.61
1039.57
Fractured Rock
MW-12S
na
3
0.232
na 509W
13.70
1012,10
Fractured Rode
MW-120
1.30E-06
5
na
na na
0.00
1027.05
Fractured Rock
MW-15
7.21E-05
3
0.193
480 S03W
52.95
1023.01
Fractured Rock
M_W 16
2.82E-05
3
0.200
194 542W
25.47
974.07
Fractured Rock
Minimum
1.30E-06
3
0.066
20 -
0.00
974.07
-
Average
6.34E-05
4
0.181
200 -
29.14
1005.09
-
Maximum
2.40E-04
5
0.232
480 -
52.95
1039.57
-
NOTE:
Values for hydraulic conductivity determined via slug test by GAf, MESCG, or Joyce.
Hydrologic gradient from water levels recorded on May 30, 2012.
Wells screened entirely in rock were not utilized for flow directions/gradients-
Screens that traverse bath rock and regoiith assumed flow in regolith dominates.
na =riot availablelapplicable
Average Linear Velocity (Q) is defined by
modified Darcy's equation:
K A
K= hydraulic conductivity
where
0 = - .---
. ----
ne= effective porosity
4 Jij
dI
dh= head difference
e
di= horizontal distance
Surry County Closed C&D and Closed MSWLF, Mt. Airy Page 1 of 1

Appendix A
Laboratory Analysis Reports
Chains of Custody

*Wykz#'
Anaryticai �.x lr,r�urr s.w4 :1]1Rr1sp • f+, .m
ee
R,c+[9+\f1 n l>MM1arA� la},axfAc,,yluw tin ,.wia�spl
SAMPLE SUMMARY
June 14. 2012
Mr Jonathan PION
Mwiapal Engineering ServkCgs
PO Box 97
Gander• RC 27529
RE: Ptote t SORRY CLOSE] - MT AIRY (UIC)
Pace Project No.. 92119680
Dear Mr PION
Enclosed are" analydcal mmhs For sompte(s) wAived by tfte Wbdratory an"a1 2012 It*
resulls resale or,iy to The samples Included ro his raper! Results rgplxled hwNn conform in the
masl current TNI or standards and the labatory's 4uafily Asawance Marseal. where appticade. P,Iess
❑1Tlerwlse noted In the body oT the report
Analyws were pettor need at Il,e Pocu An31yt1C i SeM[bs lix-limn maitaled on the sw wlo onatyte
Page for anatys,s unkJ otnerw,se footnoted.
IA you have any questions C.nce"Vrig Ibis repb1t. V.Re a LM4 Iree 1. dunlaCt Me
Sincerely.
Kevin God vin
kmn.godw wH2pacelabs.Snm
Prefect Manager
Er—.,.
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REPORT OF LABORATORY ANA LYSIS
51
REPORT
OF LABORATORY ANALYSIS
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Quarterly Water Quality Monitoring Report
Prepared for
Surry County Closed C&D and Closed MSWLF, Mt. Airy
Mt. Airy, North Carolina
February 2012
Submitted: July 25, 2012
P.Q, Box 97
Garner, N229 NG17IDENR
License Noo . C-0-Q281 ECG
JUL `ZS 2012
UIC Permit Number:W10400176
SWS Facility Permit Number: 86-02
MESCO Project Number: G 10061.0
M..161p.9 [/[/ Eoglneering
sa++a. �l wre+r, r,ti
c.m.r. Pic
ltiwvcip.d Lngiewering 5cnvsces Curnpazry, N.A.
Gimerand Bvont�, North Carolina
AQ, i,jw protection Se

TABLE OF CONTENTS
SECTION
Introduction and Background ................ _... ................................................ ................. _. _ _ ... _...
_._.._
Sampling Procedure ............. ___ m........... ...................... Page l
Field Parameter DataW , w, Page'
Laboratory . Results.. 2
.._......�.._......�............._...�.............._.....__....._....._.....m.....�.__ __Page ..
Groundwater Samples . _ Page 2
Groundwater Characterization._.. ... ............. __................_.__..W......._................_....._.__._....._.....___._._..._...._.............. _........ ............. _..._._._..._....Page 2
Findings. ........... _....._....._.._... . .m........................_......m........._....W._._ _... _ _....._Page 2
Closing........ w.... .....m.......m........_.,........_._m...m.m..m......_.........................................................................................m.....M...m................,.._..__.Page 3
FIGURES
Topographic Map with Site LocationFigure 1
Potentiometric Map of Uppermost Aquifer wl VOCs Detected Above 2L Standards_...__._____.._ -.._..,Figure 2
Time Series Graph of Total Cumulative VOC Concentrations mm_........ ................ ___.__... _---Figure 3
TABLES
Sampling and Analysis Summary _------------ .._----- _----- _.------------------- ----- --- ----____ ---------- ---- --------Table 1
Detections that Attain or are Above SWSL or 2L (Appendix 1).W.............. .......... ............. .W...._ _.........._............__..._............._Table 2
Indicator Parameter Data Summary ..,,,_._..... .,,_.............. Table 3
Hydrologic Properties at Monitoring Wells.. ...... . ...... . .. . .. . .... Table 4
APPENDICIES
Laboratory Analysis Report and Chains of Custody...._..M.._......_.._.._.__.. �.__._.._...._....._........_._..._..._......._...._.Appendix A

License No. C-0281
CIVILISANITARYIENVIRONMENTAL ENGINEERS
Municipal
Services
AHM 1:1:11►14&191=I11ITI Y150I:F-9
Mr. Thomas Slusser, P.G.
Aquifer Protection Section -Underground Injection Control Program
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
Re: Quarterly Water Qualiy Monitoring Report
Surry County Closed C&D and Closed MSWLF, Mt. Airy
237 Landfill Road
Mount Airy, NC 27030
SWS Permit No. 86-02
UIC Permit No. W10400176
MESCO Project No. G 10061.0
Dear Mr. Slusser:
Introduction and Background
E`Y0IR1BAIM,RIl:a AI_►:r_Xei:C',r14ZIA
Engineering
Company, P.A.
SUBSURFACE UTILITY ENGINEERING (SUE)
July 25, 2012
RECEIVEDIDENRIDWQ
JUL 26 2012
Aquifer Protection Sedan
Municipal Engineering Services Company, PA (MESCO), on behalf of Surry County, appreciates the opportunity to
present this brief Quarterly Water Quality Report that details a water quality monitoring event performed at the
Surry County Closed C&D and Closed Unlined Municipal Solid Waste Landfill (MSWLF) Facility (Permit # 86-02)
on February 9-10, 2012. As directed by the Underground Injection Control (UIC) program, this is the first post
injection quarterly water quality monitoring event. A topographic facility map is presented as Figure 1.
Per the NC Solid Wasate Section (SWS) approved Corrective .fiction Plan enhanced bioremediation via substrate
and tracer injection was initiated in accordance with requirements outlined in the Injection Well Permit Application
and Well Permit No. WI0400176 (5/6/ 11). EOS95981342 plus 1 x 16 oz EOSW Vitamin 1312 supplement and
sodium bromide tracer were injected into four wells on November 2-3, 2011 in an effort to reduce low level
aliphatic and aromatic chlorinated hydrocarbons in groundwater to below the North Carolina Groundwater
Standards (2L Standards). Injections were performed through IW-1, [W-2, IW-3 and IW-5 and details are provided
in the Injection Event Record dated November 4, 2012.
Sampling Procedure
MESCO personnel performed this sampling event following the parameters, frequency and well locations
established by the UIC.
Groundwater samples were collected and analyzed from nine wells which includes MW-3R, MW-12S, MW-1213,
MW-13, MW-15, MW-16, MW-18, MW-19 and upgradient background well MW-1. Additional ty, water within the
injection wells were measured and visually evaluated in an effort to determine the amount of residual organic
substrate remaining in the wells which may help evaluate the viability of these wells to be used for future water
quality analysis. Monitoring locations are depicted on Figure 2.
PO Box 97, Garner, North Carolina 27529 [phone]
PO Box 349. Boone, NC 28607 [phone]

Sampling was performed per the protocols outlined in the SWS approved Groundwater and Surface Water Sampling
and Analysis Plan which was submitted with the Corrective Action Plan (CAP) revision 2 dated December 10,
2010. The depth to water in each well was electronically gaged prior to purging to quantify the static water level
elevation. Low -flow pumping methodology or bailing was utilized to adequately purge the wells a minimum of
three well volumes or until dry. During purging the stabilized field parameters were recorded. The samples were
then placed into laboratory -prepared, pre -preserved containers via a new disposable polyethylene bailer. Samples
were kept on ice, and transported to a NC -certified laboratory under proper chain of custody (C-O-C) protocols.
Field Parameter Data
Field parameters recorded included pH, specific conductance, temperature, dissolved oxygen (DO), oxidation
reduction potential (ORP), total dissolved solids (TDS) and visual turbidity. A summary of the field parameter data
is presented in Table 3.
Laboratory Results
Pace Analytical Laboratories (PACE) of Huntersville and Asheville, NC performed the majority of the laboratory
analysis. Groundwater samples were analyzed for all the parameters requested by the UIC which includes
constituents listed in Appendix 1 of 40 CFR 258, alkalinity, sulfate, chloride, total organic carbon and biochemical
oxygen demand. Environmental Conservation Laboratories (ENCO) of Cary, NC analyzed the samples for the
tracer bromide. A sampling and analysis table summarizing the locations, target parameters and laboratory methods
is presented as Table 1. Water samples were reported at the laboratory specific Method Detection Limits (MDL),
which are quantifiable at or below the current Solid Waste Section Limits (SWSL). Laboratory results and C-O-Cs
are presented in Appendix A.
Groundwater Samples
Appendix 1 total metals were not detected in levels above 2L Standards. The wells with Appendix l VOCs
detected in concentrations above the SWSL and in exceedance of their respective 2L Standard during this event
include MW-13 (vinyl chloride, 1,1-dichloroethane), MW-15 ( vinyl chloride, l,l-dichloroethane, TCE, PCE,
benzene) and MW-16 (1,4-dichlrobenzene, 1,2-dichloropropane, vinyl chloride). Table 2 summarizes Appendix I
constituents detected in the water samples in concentrations above the current SWSL or North Carolina
Groundwater Standards (2L). Table 3 summarizes indicator parameters quantified by the laboratory.
A site map depicting the spatial distribution of VOC concentrations detected above the 2L Standard during this
event is presented on Figure 2.
Groundwater Characterization
A potentiometric map of the uppermost aquifer created from static groundwater elevations recorded during the
October 2011 event is included as Figure 2. Groundwater flow rates and directions were calculated via modified
Darcy's equation and are included in Table 4. Groundwater flows in the unconfined and upper bedrock water -
bearing zones in a general southwesterly direction away from the waste limits. Calculated groundwater velocities
were variable but consistent compared to historical observations.
Findings
The quarterly laboratory results indicate that low level dissolved phase VOCs consisting primarily of chlorinated
hydrocarbons continue to be detected in groundwater samples collected from MW-13, MW-15 and MW-16 which
are located within 250 feet of the waste boundary. Contamination continues to not be identified in samples collected
from the other six wells sampled during this event. All VOCs detected in concentrations above the 2L Standard
during this event remain within their own respective historically identified range. The total cumulative VOC
concentrations detected in the nine wells monitored during this event decreased by 34% (267 ugll to 176 ugll)
compared to the moving average of the five events that proceeded the injections (Figure 3). Total cumulative
VOC concentrations within M W-16, downgradient of I W-3, exhibited a relatively large 64% (125 ugll to 45 ugll)
reduction following injection compared to its own respective five event moving average (Figure 3).
Ira

Visual evaluation of the injection wells (IW-1, IW-2, lW-3, lW-5) indicate that a considerable amount of white
highly viscous residual organic substrate and its byproducts remain in each of these wells. It was confirmed that the
injection into 1W-1 was unsuccessful as a total of less than 3 gallons of substrate has been introduced to the
fractured bedrock aquifer at 1W-1. The depth to substrate as measured in IW-i had only subsided a total of
approximately 15 feet in 98 days (<2"Iday) and had yet to reach pre -injection static level.
Bromide tracer was only detected in low non -quantifiable "j-qualified" concentrations in MW-12S, MW-13 and
MW-ld.
Closing
Corrective action to remediate the VOCs as detected in groundwater is expected to continue. The second post
injection quarterly water quality monitoring was performed on May 29-June 1, 2012 and the report will be submitted
to U1C and SWS upon completion. If you have any questions or comments regarding this report, please contact us
at [phone] or by email at ipfohlArnesco.com.
Sincerely,
MUNL ENGINEERING SERVICES CO., P.A.
onathan ohl
Oironmental Specialist
U
Enclosures
cc: Mr. Dennis Bledsoe
Surry County
Ms. Jaclynne Drummond
SWS-Compliance Branch
RECEIVEDIDENR1DWQ
JUL 2 6 20I2
Aquifer Protection Section

Figures

Topographic Map with Site Location
Surry County Closed C&D and Closed MSWLF, Mt. Airy
�i
ROAD CLASSIFICATION
Primary highway, Ught-duty road, hard or
hard surface_., improved surface
Secondary highway,
hard surface .. Unimproved road
0 Interstate Route 0 U. S. Route i) State Route
1 0 1 MILE
FIGURE 1

Figure 3
Time -Series Graphs of Total Cumulative VOC Concentrations
October 22, 2009 - February 10, 2012
8
Total Cumulative VOC Concentrations = SWSL or 2L Standard
MoM Woll Time-StrW2 Graph-
-----..
50
--------------- - ------------- - - - - - - - - - - - - . . . . . . .
z
0
SWOO Date L)
LIJ
-WN.%G WOV-11 -WI5 -AILICWoh -"425 NW-12D •%V.l •W.36R *WLIS +MNAO
z
Oct 2009 May 2010
Well ID
(ug/L)
(UgL)
lVlVV_1
0.00
0.00
MW-3R
0.00
0-00
1-
MW-12S
0 .00
0.00
MW-1 21)
0.00
0.00
MW-13
61,00
50.60
MW-1 5
96.13
63.89
MW-1 6
137-90
113-60
MW-1 8
0,00
0,00
MW-19
0.00
000
Combined Total
295.03
228,09
Five Event
Moving
Oct 2010
May 2011
Oct 2011
Average
Feb 2012 Difference
Difference
(ug/L)
(ugIL)
(ug/L)
(Ug/L)
(Ug[L)
(ug/L)
N
0.00
000
0.00
0.00
0.00
0.00 1
0.00
OLOO
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
5.40
1.100
A-
-1.08 1
-loo.00
0.00
0.00
0.00
0.00
0,00
.. ­ ------
0.00
0.00
74.20
87-30
72.50
69.12
59.10
-1 0.02---__
A-050
55.00
78.10
64.06
71.44
72 40
0.96
1.34
13510
121.20
i116.30
124.94
44.90
-80.04 T
-64,06
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.00
0.00
264.90
286.60
258.26
266.58
176.40 -90.18_1
-3182
Surry County Closed C&D and Closed MSWLF, Mt- Airy Page 1 of 1

Tables

Table 1
Sampling and Analysis S«mmary
February 9-10, 2412
A
MNA
Tracer
a
E
cn
O
Z
fH
C N
N
C]
ro
M
0
U
CI
o
s
Y1--
o
o
a
7
F
Q rA
V
H_
cc
co
CP
T
�w
mo
Go
M o
q3
O
0.
CN
6
a
It
M
CDCDLU
W
0 M
0
``7
cv
M
m
a
@
MW-1
x
x
x
x
x
x
x
x
MW-3R
x
x�
x
x
x
x
x
x
MW-Us
x
x
l_x
x
x
x
x
VW- 2Q
x
�x
x
x
x
_x
x
x
x
x
x
MW-13
x
x
x
x
x
x
MVI�15
x
x
xfx
x
x
x
x
_
MW-15
x
x
x
x
x
x
x
MW-18
x
x
x
x
x
x
x
MW--19
—
-x
I x-
x
x
x
x
x
x
App t = from current 40 CFR 258
Surry Countv Closed C&❑ and Closed MSW!_F. Mt. Airy Paae 1 of 1

Table 2
Detections that Attain or are Above SWSL or 2L Standard (Appendix I)
February 9-10, 2012
Sample
Parameter Name
Sample
Result
Unit
MDLI
SWSL
2L$
Exceedance
ID
Date
MW-1
Barium, total
02/10/12
116
uglL
5
100
700
MW-1
Thallium, total
02/10/12
7.7
ug1L
5.4
5.5
NE
MW-1
Zinc, total
02/10/12
38.7
ug1L
10
10
1050
MW-3R
Thallium, total
02/09/12
8
uglL
5.4
5.5
NE
MVV-13
cis-1,2-Dichloroethene
02/09/12
36.4
uglL
0.19
5
70
MW-13
Cobalt, total
02/09/12
15A
uglL
5
10
NE
MW-13
Zinc, total
02/09112
20.2
uglL
10
10
1050
MW-13
Trichloroethene
02/09/12
2
uglL
0.47
1
3
MW-13
Vinyl chloride
02/09112
1.2
uglL
0.62
1
0.03
1.17
MW-13
1,1-Dichloroethane
02/09/12
10
uglL
0.32
5
6
4
MW-13
1,4-Dichlorobenzene
02/09/12
5.7
uglL
0.33
1
6
MW-13
Chtorobenzene
02/09/12
3.8
ug1L
0.23
3
50
MW-15
1,1-Dichloroethane
02/09/12
22.2
ug1L
0.32
5
6
16.2
MW-15
1,4-Dichlorobenzene
02/09/12
3.9
uglL
0.33
1
6
MW-15
cis-12-Dichloroethene
02/09/12
35.7
uglL
0.19
5
70
MW-15
Zinc, total
02/09M2
11.1
uglL
10
10
1050
MW-15
Vinyl chloride
02/09/12
1.5
ug1L
0.62
1
0.03
1.47
MW-15
Trichloroethene
02/09/12
4.4
uglL
0.47
1
3
1.4
MW-15
Tetrachloroethene
02/09/12
1.9
ug1L
0.46
1
0.7
1.2
MW-15
Benzene
02/09/12
2.8
ug1L
0.25
1
1
1.8
MW-16
cis-1,2-Dichloroethene
02/09/12
31.7
uglL
0.19
5
70
MW-16
Zinc, total
02/09/12
13
uglL
10
10
1050
MW-16
Cobalt. total
02/09/12
208
uglL
5
10
NE
MWA6
1,4-Dichlorobenzene
02/09112
8.6
uglL
0.33
1
6
2.6
MW-16
1,2-Dichloropropane
02/09112
1.5
ug1L
0.27
1
0.6
0.9
MW-16
Vinyl chloride
02/09112
3.1
uglL
0.62
1
0.03
3.07
MW-19
Zinc, total
02/09112
13.8
uglL
10
10
1050
t Table ccntalFps Appendix I constituents dete0ed at or above SWSL or 2L
' MDL = Method Detection Limit
7 SWSL = Solid Waste Section Reporting Limit
A 2L = North Cardins 15A NCAC 2L Groundwater Quality Standard
BOI-D = Concentration � 2L Standard
NE = Not Established
Surry County Closed C&D and Closed MSVVLF, Mt. Airy Page 1 of t

Table 3
Indicator Parameter Data Summary
February 9-10, 2012
MW 1
MW 3R MW-128
MW-12❑
MW-13
MW-15
MW-16
MW-18
MW-19
Parameters Method
MDL*
Units
---
2/10/12
r
2/9/12
2/9112
---- --
2110112
- -
2/9112
-
2/9/12
- - -
2/9/12
- -
2/10/12
'
2/9/12
Alkalinity - i5M 2320B
5000
ugfL
57400
123000
109000
81200
57400
48700
99600
10800
11900
Sulfate_ _ - 'EPA 300.0_
5000
j ugIL
6330
_<5000
33100_
7220
<5000
a5000
7170
<50_00
<5000
Chloride ISM 4500-CI-E
5000
ug1L
<50W r
<5000
6610
<5000
34400 .
<5000
10200
<5000
e5000
TOC 5M 5310B
1000
ug/L
2930
3820
3480 _
3780
10700
1_1100
14200
8350
2530
BOO 'SM5210B
2000
ug/L
<2000 1
<2000
<2000
4440.0
a2000
2460
<2000
9930
<2000
Temperature Field Instrument
t 6.0
+
C
14.4
15.1
15.1
15.4
13.8
14.2
14.3_
15.2
15.0
ORP Field Instrument
-900
mV
128
~ 88
1_26
-62
363
-92
44
306
309
DD Field Instrument
mglL
2.9_
2.3
�5.0 -
1.1
0.7
2.3
4.4
4.6
4.1
PH Field Instrument
_0_A_
0.00-.-
SU
6.83
7,08
7.19
-I
5.33
7,03
5.78
6.42
5.62
_
Bromide (Tracer) EPA 300.0
0.024
mg1L
<0.024
<0.024
_6.89_
0.034
<0_.024
0,240
< 024_
0,038
<0.024
<0.024
Sp. Conductance Field Instrument
usfcm
300
270
380
150
220 r
260
420
0
10
Depth to Water Field Instrument
_U
0.00
ftbtoc
25.70
41.65
_
13,10
0.00
26.56
52.17
26.65
9.01
9.41
Water Elevation 'Calculation
0.00
Ftamsl
1108.65 ,
975.85
1012.70
1027.05
981.92
1023.79
972.89
NA
936.86
Notes:
MDL'- Lab Method Detection Limit or lowest field measurement possible. Constituents detected below quantifiable limits are shown as a MDL value,
Surry County Closed C&D and Closed MSWLF• Mt. Airy Page 1 of t

Table 4
Hydrologic Properties at Monitoring Well Locations
October 12, 2011
Groundwater
Average
Groundwater
Hydraulic Effective
Hydraulic
Linear
Groundwater
Potentiometric
Monitoring
Conductivity Porosity
Gradient
Velocity Rate Flaw
Depth
Elevation
Well
-
(cmisecond)
-
(°IQ}
(feetlfeet)
(feetlyear) Direction
-
(feet btoc)
(feet arnsl)
MW-1
4.3,7E-05
15
0,085
25 S16vv
26.03
1108.32
iW-2
4.30E-05
15
0.155
46 542E
42.55
1026.31
MW-13
2.06E-04
23
0-102
95 527E
27-35
981.13
MW-18
2.04E-03
15
na
na na
8.26
na
MVV-19
1.10E-03
3
0.122
4.633 S13W
9.57
936.70
Minimum
4.30E-05
3
0.085
25
8.26
936.7
Average
6.86E-04
14
0.116
1.200 -
22.75
1013.12
Maximum
2.04E-03
23
0.155
4,633 -
42.55
1108,32
MW-3R
2.40E-04
5
na
na na
42.82
974.68
IW-3
2,40E-05
5
0.174
86 S33W
34.13
986.44
IW-5
1.50E-05
5
0.072
22 504W
43.15
1037-03
MW-12S
na
3
0.089
na S24E
15.03
1010,77
MVV-12D
1.30E-06
5
na
na na
0.00
1027-05
MW-15
7.21 E-05
3
0.188
469 S03W
53.02
1022-94
MW-16
2.82E-05
3
0.192
187 S38W
27.55
971.99
Minimum
1.30E-06
3
0.072
22 -
0.00
971.99
Average
6.34E-05
4
0.143
191 -
30.81
1004,41
Maximum
2.40E-04
5
0.192
469 -
53.02
1037,03
NOTE.
Values for hydraulic conductivity determined
via slug lest by GAI. MESCO.
or Joyce.
Hydrologic gradient
from water levels recorded on October 12. 2011.
Wells screened entirely
in rock were not utilized
for flow directionslgradients.
Screens that traverse both rock
and regolith
assumed flow in regolith dominates.
na = Not availablelapplicable
Average Linear Velocity
(Q) is defined by
the equation:
K
L�lL
f
K= hydraulic conductivity
where
0 _ - -
.
ne= effective porosity
v 11
1-
(r[
dh= head difference
df= horizontal distance
Screened Interval
Lithology
Clay
Clay
Saprolite
Saprolite
PWR
Fractured Rock
Fractured Rock
Fractured Rock
Fractured Rock
Fractured Rock
Fractured Rack
Fractured flock
Surry County Closed C&D and Closed MSWLF, Mt. Airy Page 1 of 1

Appendix A
Laboratory Analysis Reports
Chains of Custody

ZAnalytrcal'
February 28, 2012
P+A.A-PO-1 htn C.S. Ina Pap Anairt[al lwHep, In[. Pep An yl-r tefYlG., I.¢. Pa[.ANlyllul+wvrp., M[. Pap Arwya iM . Me. P.- A.W, W.1 H 10., Mc
.�1+' E.N M[ado. Rpd •>wL+ 2Ta1 nir.,ra. Ck e600 K—, Me .SW 1 W aceAnalytical• :'�`-' 6 . M..dce 11- - Sur. A 2278 RMreq. Pr aec6 KxwTAn $uA. r W
E6.n NC 272W a.haw NC 288W inmri. 4 "C 2a]T8 [� Lt.n. NO 27268 Ae W . NC M86e Kuftr .. NG Zhg7e
r3361623MI f628125r4118 00AAT'Wr 43MO23-Mi 162612W-i 7e MAP157Y9M
Mr. Jonathan Pfohl
Municipal Engineering Services
PO Box 97
Garner, NC 27529
RE: Project: SURRY CLOSED LF
Pare Project No.: 92111951
Bear Mr. Pfohi:
Enclosed are the analytical results for sample(s) received by the laboratory an February 10, 2012.
The results relate only to the samples incfuded in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Duality Assurance Manual, where applicable, unless
otherwise noted in the body of the report,
Analyses were performed at the Pace Analytical Services location indicated on the sample anal yle
page for analysis unless otherwise footnoted -
If you have any questions concerning I h i s report, please feel free to contact me.
Sincerely, Kevin Godwin
kevi n. godwi n @ pacel ab s. [8m
Project Manager
Enci--6
+ REPORT OF LABORATORY ANALYSIS P�pt 1 af39
tNenwn r�.q net W ar+edwd-..wq � net.
� r,.glwrt Ie. Krmrn mn[.el el Pew Analyecn 5.rnw. inc
Prgeci SURRY CLOSED LF
Pace Prapn Na. 92111261
Ctwlvfie C+rtmCM11 n OW
OWKnm Ave Sit 100. 14 n1t Pv. NC 26078
NnFin C+rv6nR Orn64ip Wetee Cergec+gtn s: 37706
Nar7i Caratn. Fleid Sarrlue CgrtAravtn /: 5312
Na1h CW04"M 4Nretew+ler CerptceiWn P 12
Sault, Cerolma Certlecatwi, a99MDOI
Sault, Co- cl.nt Or nking 1rlflrer Celt ■ MUM
Vt p.nu Dnnkng Yaw Carakaw r: 00213
Aih.v6. Ca ref di.. I bt
24!1 Ri—side OF. Aehevbn. NC 2MM
F lcndWNELAP Cettihubm 0 Et764I
Mauadlueethl Cernncautn a: M'NMO
N. M Caretn. O-Wg VVeiea CerhAcahon T' 37712
Nmfiuo Ch,. ShYanwaier C.rtlkoaibn a 40
CERTIRCATlONS
CameclRv{ CAR06calWn0 PH-Ot 04
F104PR1ELAP CerMictli— /. EA 7637
Kentuc" UST c"knllan v !.
Lwivmna OHM Ddnkmy Water F LA t00031
Weal YaplrW CertFM1utm N. 357
WpniBMELAP CvOca4on a. 460144
sane C—W. Cerh6c+eon s: Mp Qm
Virginia Ceititcat:on e: 00072
Woo Wpn,a r.rn6t+qon a. 3m
Virg�naryEylW :erekc.nene 460147
REPORT OF LABORATORY ANALYSIS
i sect .h.A rql b. np�wyrad, nnw � tit.
�ay.[MA w+rgen pp.w�l nrP.0 ,k1�i7ndrr S.rv�c.f it
P.ge 7 M 39

�]
Pau AalydeAi So-IM, I5L
Pat. Al"W"I aemc4f, Int-
Pau Analymal 5.rvrar, I--
Pau ArylydWl S.nit.l, In[. Pac. A-1yds.l Sam—. 1nv.
Pau A9alytl[a19.rv1en, IPe-
p ,,,, r
�' �aceA )yticiaf•
207E.gMr�4v+kMd-5ue1A
71a5Ri.rre.G
B60tlGnaylw. Sw.lam
aceAnalytreal'
�5EavM..derkale-5uaA a125Rwwwdr
DOWKneyA-
Suw1D]
t&-. NC 27218
AW.v . NC 28604
Munn, � O NC 2SO78
Ed.n. NC 27M A.l 14. NC 2660.
Mvtl —A.. NC 250M
(736)Rz"941
1626]254-7175
I7Nj575-M91
I]]6A23-6421 I92a12Sr-7176
i70416759092
SAMPLE
SUMMARY
SAMPLE ANALYTE COUNT
Propct SUR RY C10$f 0 LF
Projo ct.
SURRY CLOSED LF
Pace Propel ma. 9211195i
Pace P1alact N0.
92/11951
Lah 10 Sampla I
Malrlw
Data Col I9eW
Oats Rmew.d
Annlyta.
LAb 10
SampM 10
Method
Amly.h
Kapart4d
La6aatCry
9211196100t MW11
voter
02A DA209:20
02/10712 t"4
921119SID02 MYV-1R
vAter
{12W9l1212:00
OVIU121424
92111961001
MP44
EPA 60t0
JOA
15
PASI•A
92111951DO3 MW-15
water
0210*1215:00
nn Oil 214:24
EPA6260
KIM
52
PASI-C
921119d1004 M9V.16
+Haler
OVD611214flD
D2J19r1214:24
SM 2320E
AES
1
PASI•A
32111961006 MW-19
WBLe1
021OW12 17:00
WJIW12 1424
Sm 5210E
AES
1
PASI-A
92111951006 MM125
141a1m
02XW1211:00
DZIOA21494
EPA100.0
SAJ
1
PASI-A
92111961007 MW-120
NMIer
OZIU12061.15
OZIN1214-24
SM 45D6CI-E
JDA
1
PASI-A
9211196100E MW-13
Wafer
02/09/12 $3115
O2MW21424
SM 5310E
SAJ
1
PASr-A
92111961009 MW19
V4kte1
02A Dr1209:00
D211 D1121424
92111951002
MW3R
EPA6010
JDA
15
PASI-A
EPA 62E6
KJM
52
PASI-C
W=100
AES
I
PAS! -A
SM 52106
AES
i
PASI-A
EPA300.0
SAJ
I
PAST -A
SM 4500-Cl-E
JDA
1
PASI-A
51A 51310e
SAJ
1
PASt-A
92111961DO3
My`j-15
EPA 6010
JDA
75
PASI-A
EPA 6Z60
KJM
52
PASI C
SM 232DB
AES
1
PASI-A
SM 52103
AES
i
PASI•A
EPA 300.0
SAJ
I
PAST A
SM 4500-M-E
JDA
I
PASP•A
SM 5110E
SAJ
I
PASI A
921119E1DD4
MW-16
EPAE010
.nA
15
PASI-A
EPAEZRO
V4M
52
PASI•C
SM 21208
AES
I
PAST -A
SM 5210E
AES
1
PA51-A
F; A IDD.0
SAJ
1
PA51-A
SM 4S00•CI-E
JDA
I
PAST -A
SM 53103
S"
I
PASI,A
IN1111961fl0i
MM4-19
EPA 601 D
JDA
15
PASI.A
EPA 6280
Kim
52
PASr-C
SM 23ne
AES
I
PASI-A
SM 5210E
AES
I
PAST -A
EPA 300.0
SAJ
I
PAS1•A
SM 450D-CkE
J00k
1
PASI A
SM 53109
SAJ
1
PASI-A
9Z111951006
1AW-12S
EPA6010
JOA
1S
PAQ-A
EPA MU
KJM
52
PASI-C
REPORT OF LABORATORY ANALYSIS
p.qe ] o! 3D
REPORT OF LABORATORY ANALYSIS
Pa064 a139
•rr� • .n enrll nor
W wproduPrd.. 0 n U1
Tn. r.Purt W.- -0 W n P�.C. —F. n U,
wPw,r ure rrtnierconr.nf o1 P.e. Aw Irt" S.rnee.
1�
xraiwrt di. rmden rnn..nl.t P.0 Mflryeal Sermon. Inc

pan RrrYyasal aarrlr.a. ine
PawA")G w rgrvWm. na,
Pau Nllyygl a.nnrr. fr.
.1 ,,,,y
cokaoicala
+
:roe E..1 M. d- Rv - S W A
2225 R- Or
9e00 A VA,* S-AW 406
...a.�y.
w.
Eden. Nc 2726e
AYvwiw. NL 2WfM
14Mrr.la- NC 25Q7e
iIM1mag:r
Ia26J254.7,76
aN*75 W92
SAMPLE ANALYTE
COUNT
Prnm,t.
SVRFIY CLOSED LF
Pace PrgJeci Nq.
92}11951
Anslym
Lab 10
3-pl. 0
Malhcd
Analyabl
Rvprgd Lab.n1lary
SM 202DB
ASS
1 PAD -A
SM 52iO3
AES
, PAIN -A
EPA 300.0
SAE
1 PASI•A
9I.44500•C-E
JDA
1 PASt-A
SM 53106
SAJ
, PAS1•A
92111HI007
1AW120
EPA6010
JOA
IS PAS, -A
EPA 6260
14,M
52 PASI4C
SM 232011
A.ES
1 PASI-A
5M42,oE
AES
1 PAR -A
EPA30O-0
SAE
1 PASI•A
Sµ 450010-E
JDA
1 PASI-A
SM10100
SAE
1 PASI-A
14111961006
MW-13
EPASOIa
JOA
15 PASI•A
EPA 6260
NJM
" PASI-C
Sir12,4011
AES
1 PAW,A
5M 52, OR
AES
1 PASI-A
EPA 300 0
SAE
1 PASI-A
SM 4MO0 Ct.E
JDA
1 PASI•A
Sµ SS,oB
SAE
1 PASf•A
6211156i0O9
MW46
EPA0010
JDA
15 PASI-A
EPA 6260
KJM
52 PAS1-C
SM 2320a
AES
, PAS1-A
SM 5210B
AES
1 PPS! -A
EPA 300.0
SAE
I PAS1•A
Sµ 4500CFE
JDA
1 PASI•A
Sµ FIT OR
SAE
, PASI•A
REPORT OF LABORATORY ANALYSIS Pne5 gi39
Tlr. r.W Mal net G. npMjd d.."ornr
.two ew w" tYn -n!al Pau AmIyeP11 5-
a
�.
Pan Ar.rvly➢Pa15.h1P. Pae. A mlyllr rr 44rn..N Ina, P.- A.4tl,0elr$arvinw irw
7056.. riMgva RWC-a. A I -a„ -Or 9lrAl Kwrar Av. 5-100
yam Fare Nc 272M A"y Ni MW4 Nc am"m
I33fiO3A921 1a2817'S1-717a OCAW,sp ,,
ANALYTICAL RESULTS
Project. S11RRY CLOSE[) li
Pace Project No 22111951
ANALYTICAL RESULTS
Project. S11RRY CLOSE[) li
Pace Project No 22111951
SaTnPW MW-1
LablM 92111191001
Collected Q2i101,309:20
Recelyed 0271011214:24 Mab¢:Vy.ter
RoDorl
P--tcrl
Refull. Vnda
L"
MDL
OF
Pr.pr.d An.lrmd CAS Ne, Owl
60101CP Orunndwdlar
A-sfoull Method: EPA 6010 Pr epomW M-11-d: EPA
3010
Anbmony
NO uyL
a 0
50
1
027,6f12 IT 45 021,Sf12 09-39 7440.36.0
Amewo
NO uyL
10.0
SO
1
WI V121145 OVIk1200:39 7440.341-2
Barium
110 uyL
100
50
1
02f16N211:41 02)l41120039 7440.39-3
9eryNum
NO uyL
10
1-0
1
02116r121, A5 02f Iaf1200. 09 7u011.7
Catlrdum
NO uyL
1 0
10
1
OOf,N12 11A4S W2J16r1200-39 7440•+}9
izLi-Wm
7.2J uyL
100
50
1
DWI WI21145 =1W20039 744047.3
Court
6.91 uyL
t0.0
50
1
DWIV1211:43 02116r 1200: 39 7i40-Lei
CapP.,
6.6J uyL
too
s e
I
Oy16r,211�1s 6271"12 W 39 7440-602
Lead
NO up4
10.0
5-0
1
wI&1211 �45 0211911200:39 7439-92-,
New
S." uyL
50.0
5-0
1
0211W211-45 02116f 1200: 59 7440-02-0
Selwlum
NO uyL
10.0
10.0
1
=I W12 IIAS 02IIVI200.39 776249-2
Starer
NO uWL
100
6o
1
02N6f1211:45 win/120039 7440-22-4
TNYIum
77 uyL
55
54
1
DWI SfI211.45 0219f 1200.39 74+0-26-0
Vanadium
12.0 uyL
750
5.0
1
WIV1211 45 OWOR200.09 74+032-2
Znc
36.7 uyL
10.0
10.0
1
O IV12 II AS O2J16152 00.39 7440416-0
629D MSV Lew Loral LAn9N6
An"itai Moth": EPA a260
Ace crno
NO uWL
,DO
22
,
02f13Ji2 18:37 67-64-1
"lonlir+e
NO uyL
200
1 9
1
02)13112 W31 107-13.1
Son-
NO uyL
1 D
025
1
02111W2 16,37 71.43.2
SmO cworomedt.ne
NO "A
3.0
017
1
02AV12 19-37 74.97.6
21mRwdichlQrwnePMne
NO uyL
1.0
0 16
1
0210NI2 16:37 75-274
&amotarm
NO uq+L
30
0.26
1
W1301216.37 75-25-2
Sfomam lh"
ND uyL
100
029
1
OV, V,21637 74-03--9
2,R,.t. ne IMEKI
HD uyL
1OD
0.q6
1
0211Y1216:37 M93-3
Carbon d.AAd.
ND uyL
100
1 2
1
QVIU1210;37 75-I"
CerEan lebedJaldr
ND uyL
10
025
1
D21f Y1210:31 36.23-5
Chkr9benrenv
ND umL
3.0
0-23
1
W*1216:37 105-90-7
Chioraelhane
ND uyL
10.0
0-54
1
W11216:37 7S4"
Chlofom m
ND uyL
5-0
0.14
I
W13f2 1S:37 57416-3
Chlvrum.914na
ND uyL
1 0
0.11
1
0271Y12 $2; 74.67.3
1A Dbomlt3•enlgr0papfne
NO uyL
130
7i
1
toll3d1216'396-12-0
3Abronw lAb-Ih.ne
NO uyL
3 D
a.21
1
02f1 I,, 2,637 12+Jb1
124NW-eldene iE0%
ND 4L
1 0
0.27
1
OVIV12,937 1W93-4
Dibromometlune
ND uyL
12.0
0.71
I
021,Y,2 19:37 74-95-3
12•Dw:fflob mono
NO uyL
5.0
D.30
I
OXIU12 16:37 05}50-1
I A•Oichlerobenzerla
No uyL
1.0
0.31
1
02f,Y,210.37 10646.7
trrM,1,4-a hlo ro-2-butane
NO uyL
100
1.0
1
(211311211117 IIM7.6
1 1.0khleroelhene
NO uyL
5.0
0.32
1
OVIV1216:31 75-34.3
12-OroNldoevlen.
ND uyL
1.0
O.12
1
0211Sr120:17 107'4&2
I,I.OkhlavelMne
ND uryi
6.0
054
1
02f,Y127S.37 76.354
pl.-1.2-D19W. gethene
NO ayL
SD
0.1q
1
O2f131121837 156-51l-2
trwml I.24)IcWo ro ethene
NO uyL
5.0
049
1
02f1112 $11W 156-00.5
1,2-D1chl9roprop.ne
NO uyl
1_.0
0-21
1
02113112,6:57 76-67-5
1,3-picMafOprop4nr
NO uyL
I.O
0.26
I
02113f1215:37 142-26-9
*0A,3.01cNorpprnpene
NE uyL
1 0
0 13
t
0271y12 f531 1W141S
0ate-02 W20120956 AM
REPO RT OF LABORATO RY
A NA LYS IS Paga 60139
TN. r.pwr
Mai rwi or r.vq od. nwpr
n rW.
wfw Mw wr Pom.et ur Para Amlww w 5. 06 4.

P... A-IyoPA 7MrW..., Iny
Pao1 Anelv"arSH'AeH.I'K. Pea Awtytle.t aanl.ea, Inc-
Pew ANlytlwl o.nten, ln..
Pau Analyded S.rvle.., IM- Pew AnNyeid 7mift, Ire.
!2ceAmlytical'
'.A9 E.M / @. w Real - 9 A
22Z Rne�Or Dr. 9A16 K-v AH tea,. 4O6
a�eRr�alytrcale
705 E.V Me"-R4d.
W1.A
1i25 R�uW.7 M0 M1-y Me Sur +00
-aac.ne4mn
Eo.n Nt 27204
Aar ww NC M50tl H-wwol. NC awil
„�,�yy io*
Egan. NC 2773E
A-r . Nc 7e804 ...... NC Eh
r33616236971
16751254-W6 f79.*7S9072
17JOVi3-0g71
162AL-A-7176 ITw 167S90w
ANALYTICAL RESULTS
ANALYTICAL
RESULTS
Prnleu SURRY CLOSED LF
Prercpt. SLURRY CLOSED LF
Pad prOW& Nn- 02111951
Pace Project Ne•: 112111951
8asnpid- MW4
Lab 1D: 92111S61001 Collected 02r191}209:20
Received: OVIVI214:24 Mavlr Water
S.mplc MW.3R
Loh 10i 92111061002 Collected- 02d1 Qt2.00
R6calwad: D211011214:24 Matra Volor
R.W
Raw
Parameters
Reacts U-lt. LAW
MDL OF
Prepootl Ansly"d CAB No. Orral
palanaler.
R4@Ws Llnee uno
MDL
OF
Prepared Analyzed CAS No Owl
62N MSV Low Leval Lendllll
Ar1WVWAI Metnad- EPA 8260
6010I CP Draimdwalu
M.Ilrb-1 Method EPA 101 D PM4'parafi- MAlnod EPA XI
ten.-t.3-Diworoprpam.
NO uprL 1 0
02S 1
=V12181.37 10061.024
Anumony
NO UA
50
50
1
0011611211:45 DZPIIV12OO:SO 7440a4-0
£1hV&....ne
NO uOrL $.0
030 t
OW311216:37 100.414
Areemt
NO up2
10.0
S.0
1
=I45M211;4E 021fIV) 200:50 744"-Z
2-H... ere
ND pg11L Soo
0.45 1
O2r1Y$I td:37 SOt-76-e
Bf1lum
11.6J u01L
100
5.0
1
WI&12 $1.45 OI116r1200.50 7440•39.3
odonxth-
NO uA 10.0
0.32 1
02PIWI21 37 7A-95.4
BeryllNm
NO uOS
10
10
1
021/8/12 t1'45 O711er12 GO'SO 741OJl-7
Mndtylane CMorldo
NO uprL 1.0
0.97 1
0211YI216-37 76-D9-Z
Cadmwm
ND uU&
1-12
10
1
02II&Q $145 07J I efl200.50 744043-9
i Metnyl-2-penlemne 1+•11BK1
NO uyL IOD
(1.33 1
OV131121&37 108-111-1
Chromium
ND u0f1
10.0
5-0
1
0215&$211-45 0211L12 00.50 744047.2
Sly-
NO ug& 1.0
0.2E 1
02JIU1219:37 10042.5
COtree
NO u01L
10.0
10
1
0711&12IN5 OZ116112 09:50 7440 48i
1,1,1,2•Tetrachlwoe0�ano
NO uy1L 5.0
0.33 1
0211Y12 le:37 630.2"
Copper
NO 401L
10.0
5.0
1
OVIN1211A5 DZ151 t200:50 7440.50-0
1,12•Tetrechluoe9l0-
NO u01L 3.0
DA0 1
OZIW12 18;37 70.34.5
Lead
ND u01L
1o,0
S.D
1
0271G1211;45 ON}6112 M. 7439.92.1
TmbachWroalMm
NO uO1L 1-1)0-46
1
02A36r12 18'37 127.19.4
Nickel
NO US&
50.0
E.0
1
02t16r1211:45 Wj gt 200;50 7AQ-02-0
TTknne
NO vOk 1 0
O26 1
02n Y1216"1 1O"&S
Salanwm
NO Lg&
10.0
10.0
1
OZ1811211:45 OZ1511200:SO 7782.194
1,1,1-TWOM.eiena
NO'VL 1.0
OAS 1
0211311219:37 11.55-0
SM,
NO UA
10.0
5.0
1
CZIIW1211:45 0211 N1200:50 7440-22A
1I.2•TfIch1 methane
NO uy1L 1.0
0.29 1
OVIV121a-37 79.Oa5
Thalkum
6A 4WL
6.1
5.4
1
O2h oil 71IAS ONIW1200:SO 7440.29-0
'r, lwhlotn.men.
NO uA 1.0
0.47 I
O211Y12 16:37 79.01.E
vansdinm
NO uOL
25.0
50
1
OVIS11211'4S ON,IV1Z 00:S0 741032-2
Triehlareauprumetrrne
NO u91L 1.0
D20 1
D20 W 2 t6:37 7"114
Zinc
NO uWL
10.0
10.0
1
DN1Owl 2 11 45 02n VA20050 7440M-0
1],}Tadd..wr .ne
ND ug/L 1.0
0-41 1
0211WI2 11137 0&15.4
Yaylacetate
NDLVL 50O
0.35 1
OL13112Is37 101145-1
826E MSV RvW LaYrl LantltlN
Anaydcal Met11o0: EPA 6280
V"chiande
NO vWL 1.0
062 1
D2113t121437 7S-01.4
Ac4lpne
ND rWL
IDD
22
1
021130219.03 67.64,1
Xvione (TvwP
NO up1L so
0.6E 1
DW Lt2 18:17 t31040-7
Ac yronnrilA
NO uglL
200
t 9
1
020Ix12 19 03 107.1]-1
5 vlroprla
lt-a a
NO uOL
1.0
O25
1
02/13112 19 D3 7143.2
4•Bto++warmah=nren. ISf
97 'W 70.130
I
02AW1216:37 460.00-4
&omochk.vma0iene
NO UWL
310
0.17
1
02113M219:03 74-97-5
DiWpmpdiwpm.ihene jSj
104 % 76130
1
0N11121t:37 166E-53.7
&emodchroromethene
ND VA
1.0
O.t6
1
02113012 t913 75.27 4
$ 2-DkMor kh- d4 t0)
105 % 70.130
1
02113112 15:37 17060-074
Bromolurm
NO u01L
3.0
0.2E
1
020/3112 19:03 75-26-2
iol"w-d6IS)
84 % 70-130
1
OV13112 It'37 2037.28.E
Brarrr "dare
ND uWL
10.0
029
1
OZ INt2 19.01 74-63.9
232CB Alkatnity
AnefyAc.l Meewd: SM 23200
2•Butetrone iMEK)
NO uVL
10O
O.Oe
1
D213112 10:01 7609.3
Cwt-W-JaWd.
ND u01L
100
12
1
QZIVI219:03 75.15.0
Alk.hivty Ta1a1 as Carol
57400 ugtL 5000
5000 1
02/17/12 12:00
Carbon wtmfhldrld.
NO woo-
1.0
0.25
1
D2113112 19:03 56-23.5
62108 BoO, 5 day
kr ed"wet M.ewd. SM 521 OB
Chlerohau.ne
ND uWL
1.0
0.21
1
OZ T3012 19:01 109.90.7
Chinrconwo
ND u01L
10.0
0.54
$
M31121013 75.00.3
600.5 day
NO uyL 2000
2000 1
OVIV1217:30 OZ116112 1720 64
Chmrotorm
NO uWL
SO
0.14
1
0211 Y 1219'03 B745e-3
Chlnmmalhfne
NO uWL
1.0
0 Ti
1
02a L12 19'03 7F67-3
SOOA IC A"'-2a D.Y.
Aneta cal Meg pd EPA3D0 D
1,2.0Wramo•Sd I- aprovone
ND VL
11.0
2.5
1
021111219:03 96.12-0
Suns.
1330J uyi 2500DO
5000 1
02nw122114 14E08-76-5
D4Ka-filwamethene
NO up1L
1.0
0.21
1
OZI311219A3 12448.1
1,2-D,6r.-th.n. (EDO)
NO uA
1.0
0.27
1
0211311219:03 106-93.4
6wO ChlondP
Ar Arytfnol Method SM 4500-C1-E
DltrrumomalhOhm
NO uWL
70.0
0.2t
1
ON 311219AS 74-2&3
CMD,de
ND up1L 5000
5000 1
02Rw12 09.37 16697.00,4
I I-DKhiarobenxene
NO uyL
5.0
0.30
1
Oi113112 19!03 96-S"
1 A•DKNwubenxtlna
NO uyL
to
0.33
1
MI U121903 10540-7
63109 TOC
AnallycatMe h.,l: SM Sl$Op
trans-1A-Dlchloru-2-trul-
NIS uWL
log
1.0
1
0211Y1Z 19'03 110-674
Total Dl panic Carron
2930 uV+- 1000
tOoo 1
ONM12 22:03 741044-0
1. 1.OKhtw aoMbno
ND "WI
5-0
032
1
07JI Y1219 d3 75-34-3
12-Diehl-thane
ND uyl
10
0-12
1
021131121"'1 107-06-2
1.1-Die hi. -there
NO uyL
5o
0-"
1
0711311219.03 75-35-4
.% - I :•DlChlorvtllheha
ND uyL
5-0
0-19
1
02/13112 t9 03 1 SB•59.2
Dane-l.2-adll... the-
NO vg&
SO
049
1
OZ11Y121903 1164S45
1,2.01cNoopropan.
ND u01L
10
027
1
02J11112 t9:03 78.87.5
1.3•olddorppmpene
NO up+L
1-0
0-2a
1
02113112 19:03 142.2E-4
.I.-1,3-D1Chrprporooene
ND U92
1.0
0.13
1
OZ110a1219:03 100614t-S
DAI.. OV26120120459 AM
REPORT OF LA 90 RATORY A NA
LYS IS P.O. 7of 39
DA1a: 021Z6201200.%AM
RE PORT OF LA BORATO RY
A N A
LYS IS papas of 39
Try. row r 0 mi W r.pmduc.d-.xeapi w
NI-
TMa r.pen anal not ti r.predur.e,
-pi .i
Mi.
mfo AN WA hav ,-01
Pee. Aaalve aamwe W.
v WW!Tr yinn.n wrilant pr Paw
Mrryer y So- iw

�aceAmIXiCalr
...y�rw
P,r rcl SURRY CLOSED LF
Pace Atvtec! No.. 92111951
Paw A nelyuui 9wrr.H, In0• P.- A.Wy11..1 earrk.s, H1c.
205 E.W e14o P RwG - S,-*A =25 Rrn•w. D.
Ld.n Nc 2r7ae Ay,., NC 29W,
1 X1 W3 wf I'1z012541 116
ANALYTICAL RESULTS
Pau Anslyoul 9.rrren, Inc.
9eW --, Ar. .L- IM
H.mr,t,+... NC :11071
170%IA7&4 2
Sampic MW3R
Pa. -I-
Lab 10: 92111961002 C09rcted: DaMf1212-DO Rewlyo- WJWJ214.24 Mahn. YMIRF
Repor%
it -At. Vmd Una MOL DF Pfep,eed Analysed CAS No Cde1
9260 MSV Low Lauer LaedrNI
An Y4ad IkVW4 EPA6260
trarp-1,3-DicMo,o Prep-
NO upL 1.0
0.26
1
021SY12 19-03 100E1424
Ethylbenr4ne
NO upL S.0
0.14
1
021t21903 100,41.4
2-11--
NO ug1L 50.0
0.4E
1
02117r72 1903 501.764
tgdonwmane
NO uWL 10.0
032
I
021SL12 19.03 74-0.4
Methylene ChWile
ND UA 10
1197
I
0vtYt2 59-03 MW2
4-WW"-2-m%nnne jMIBK]
ND upL 100
DS3
1
owlV121903 106- &T
Sly....
NO upL 70
0.24
1
0217107219103 100-4215
1,1,1,2-7r.adee7uethenr
ND upL 50
013
1
02A V12 11101 030-20-6
1,5,2,2-Telred,lm oelh ant
1. uWL 30
0.40
1
0203r72 is 03 79.34.5
TetichWfoemene
NO uyL 10
0.4E
1
0217Y72 1903 727.18.4
Toluene
ND uWL 1 A
0.2E
1
021fW 21903 7064E•3
+-1 1•Trid,lvro.th.nr
ND upl 19
0.4E
1
021731t2 79:0] 7L554
1 1,2 Tncntoroelh
ND ugrL 10
0.29
1
02f111t2 f9:O1 79.0Q-5
Trlduwoe6,enr
NO upL 10
0.47
1
0wl Y12 7903 79.01.E
TrKhtwoAuwornoulan a
NO Zt. 10
020
1
0217Y12+903 7""
1-2,3-Trkl,rwvpropanr
NO �A 10
0.41
+
0FJs]1125a:0] 9&114
Vmyl acel.fe
NO upL 50.0
015
1
0Vt W$21a.03 109-054
V.Iyl cNwide
NO upl 19
062
1
OWY12 19=D3 75-01-4
xyl.ne tT.Inil
NO VO& 5.0
0.6E
0211]17219:03 13142Q7
srr.rdpafee
4-&an,:aupuMohen cone {St
969E 70.13E
1
0211Yt219A3 40-MA
a pmpomen one{Sj
I07 % 104M
7
02r13172 19.03 166E-53.7
1,2-Dinuoroe[hene44 tSt
1051E 70.130
1
Ov7311279:03 17060-070
Tvluen a-da 1S1
93 % 10.130
I
OVIVI21P0] 2057,26-5
21208 AIk r11r16y
An16y0eW Method: SM 2920E
Wkeinity, Tom .1 CaCO3
723000 uWL SOOD
50DO
7
OV1711212.00
12108 900, 6 day
Andy "l Method. SM 521 OR
BCD, 5 any
NO gyi 2000
2000
7
owl1112 11-00 021N12 1547 84.85
309-01C Anions 26 0my.
An.lyl"l Method' EPA 300.0
5ul51te
NO ug1L 25"00
5900
7
0240fs221:26 14606.70.E
4j00 emorid.
AAA1y l MethodSM AM-CI-E
Ch+anee
NO uoeL 5000
5000
1
0212001209:39 166674D,6
6310E 70C
Analyllwl Method: SM 61tOM
T. mi Organic C.,b- 3a20 ug11 ID00 1000 I OW2011223.03 744"-D
D.I. OVM2017 09 54 AM REP 0RT OF LABORATORY ANALYSIS pope 9 at 3p
7" r.p.n 0.11 nal W upiveucfl....91 k, ".
Imhew O. wfll.n a0Ff4m 0r Pe AfyW"G"K.4. ft
Pao. AMIv%u19w11.n-Inr. Pew AIWy3ket HfNWe, 10G Peet A n.I��CAI Nrow.,a
aceAnj1ybcal• TSEa 4..ecw Rue.Sxx• 2T75 Rn.n+d.G e.p1A.. &-,on
fe.n HC : iraR AwWM 14C 2604 u..frr.,we Nr• W75
t SSe sra]-0ar, {929pe4.rs%6 004A75-soot
ANALYTICAL RESULTS
project SDRRY CLOSED LF
Pace Ptoled No, 92111951
Sample! MW4d
LehtO: 92111961000
CoiwctW
1120911215DO
RecWrd. OVID11214,24 Matril %M1%Itar
Report
PbameW.
R-mo %N41.
LNnt
MCL
OF
P.epn.d AnWft.I CAS No i uW
1010 ICP Groundwater
ok Aoholc+l W" EPA6010 9r.p4r.ter,
M.ft4 EPA 30 T9
Anum-y
NO vyl
69
5.0
1
071761121145 0If761120053 7440d6-0
Areenc
ND ug1L
10 0
S 0
1
W6112 11.45 0211 V1i 0D'S3 7N0-363
Barklm
31.6J u1yL
100
5.0
1
02f1Nt211 AS 0211V1200:57 7440.39.3
Beglaum
NO ug14
10
10
1
Owl 91211 AS 0211 V1700:53 74404 1 -7
C.drrN4m
ND u91L
1 D
1 0
1
0711/111211 A5 021IWI2 D0-53 74401Y9
[:hf.mkrm
ND uglL
10D
50
1
02) V1211'45 OV V12 DO53 7449-47-1
CobAlt
ND-WL
f0.0
5-0
1
92116H2111A6 02"WI200:51 7440.4&4
Cepp.f
ND r.WL
1I tl
5-O
I
0NtB1121145 0N1 V. 0D-53 T440-504
Lead
ND 491L
10.0
6.9
1
OV1E11211:45 0ZrjWi200!53 7439.921
Nlck.t
ND up1L
50.0
SA
1
WHV12 It 45 DVIIW1200:53 7440-02-0
soleld4m
NO wVL
100
10.0
1
OVIO1211AS 92111112 00:61 7142.40.2
SHr
NO LIVL
10.0
5.0
1
0211V1211A5 0211 V 1200:63 7440.224
Thellum
NO u90-
5.5
5d
t
0211V1211 AS 0211 1,1I 00.53 7440.2E-0
Va"-Au
ND upL
25.0
50
1
9211,1217:e5 021761120053 7H0S2-2
Tina
11-1 u91L
10.0
IOD
I
OVIN1211.45 0211 V720033 7440465
9290 MSV Low Level Lmdrlll
Anefy "I Me9wd. EPA 6260
Acetone
ND u91L
too
22
1
CVI.VI2 10" 61-64-1
"Wnitree
NO uWL
200
19
I
02113112 t916 107-134
Emma
2,1 u01L
10
0.25
1
0VIWI2192a 7143-2
Bfpmoeteolomaufene
NO u0A
30
D"
t
02fl Y12 1924 74-97.6
Oramedddoromethane
ND ugf,
1.0
a 1.
1
OVIVI2 191E 7&274
Bramtl0rm
NO "A
30
0.2E
7
02113,12 f9-24 7b25-2
SrOmvmeal.ne
NO upL
100
0.29
1
4711 yt121926 74-6A9
'4-Sutoff0ne WEK)
NO 4pL
t00
0.96
1
02) V 2 }9:26 7V03.3
Ct[hon dl.ulpee
NO uA
1D0
12
1
07, 111 219.2E 15-15-0
Cerbw Ietr.thloTlo.
NO uWL
1 D
025
I
02111+12 19:26 Wa6
Chlarohenrene
2."upl
10
021
1
MIV1219.2E 10890-7
Chlafoem4 o
NO upL
IOU
0 J4
1
02JI3112 19.2E nOO-3
Chlolotarm
NO u07.
5.0
0.14
1
owl If7219.26 615&3
ChWtomanena
NA u0'L
1 0
O t7
1
Owl 311219:26 74-87-3
12•D16r0m0.3•0,0npf""
NO upL
.025
1
0211311219.7E 96-12-6
0lhronwp+brome0,4na
NO upl
30
0.21
1
OVI3;121028 12448-1
1,2•Dlb+pm.em.ne tED91
ND ugrL
1 D
027
1
OVIV1219.211 106-93.4
Dily-matan.
ND uA
10 D
9.21
1
OVIVI2192E 7495-3
12-DKhlwd0rnrena
NO upL
5 D
0.30
1
=IW121921 96-50-f
1 A, DkAlpahenlene
34 4pL
t 0
0.13
1
QV1311219]6 10640-7
Wane-t 4 DidM--a-1lurene
ND WWI
100
10
1
02113ry21926 110.574
I.1•Dicnlwve+nene
221 UA
5.0
032
1
01131121920 75-3&3
12AKhIwaslArne
ND uWL
1.0
012
1
OVIU121211 tO74&2
1,1 •Dichlolvemene
NO upR
5.0
O56
1
OV130219.28 75-354
aie l 2•D1cra9,o.th2nr
36A uWL
6 0
O.T9
%
07113J121916 %M-69-2
%Heft-12-DIaMwoetl,ehe
NO "A
50
049
t
07/13712792a 75640.5
12-Drchlv,aprcp.he
ND e04
1.0
027
1
02173112 19-24 7a,675
1 ,S.Drcmorop 0p.ne
ND "A
1 D
0 all
0711Y12 1929 $42.26-0
de-1.1-0Id+l.rvpfepene
ND uglL
1 D
0 13
1
02111f12 19.2E T00 I-415
Oslo: 02f MOt20950 AM
REPORT OF LAj3ORATO
RY
A NA
LYS IS Pay. 10 of 39
Txo r.pw+.her not of frpr d. e.e.pf
,yefpq ex ,In1rn [prawn[ n1 P.r,. a..•rww 5.tika. ,�

e /��I� j Paef AnNyveN 6er -. I-- Pace Anal ytlul Ser.len. Ine. pace An aryneal Sam"v Ine
CEMIfL I �C�I a 70a Eer! WedmrRwd & 4A 77i+Ai arWe Cr P&MN car he L.2 IM
, a af Eder. NG 212M Aa e. � NC Mao. HUM1►.wna NG :!q'S
f3a )=-e92, IB]ar1Y/-117e 1 107`.rvBod:
ANALYTICAL RESULTS
ProNo1 SORRY CLOSED Lx
Pace Project Nu . 92717951
5ampla: MW.111 Lab ID: 92111951003 C011OLled. 02AW121500 Recelyed: 0N101II ti:2A µnod VAHer
Repot
Paxam010% Resells Lh111a umn MOL OF Prepared Analyzed CAS No. 0.21
AZ6O MSV Lew L-I Landrlll
AnalyLral Me6.P4 EPA Mr)
bans• 1 yDichlor"laWar
Na uyL
1 0
0.26
1 02113r 12 19211 10061V-6
6116"zen4
NO uyL
1 0
0.30
1 02M31112 192a 100414
2-nexlmone
ND uyL
50.0
046
1 1"11112 19211 591.71.6
IodorMfiane
NO uyL
10.0
0.32
1 OZ13112 t929 74.65-A
Malhylana ChWlde
NO uyL
1.0
0.97
1 Nil 3112 19:211 7309.2
4-MCIhp-2-pentanrrne l M;5K)
NO uyL
100
0.33
1 OZTNl21928 108.10-1
sty,."
NO uyL
1-O
016
1 021101$2 $921 t0Q4Z-5
1Teu.d,leroel,.ne
NO uyL
5.0
0.33
1 0Zt31t2 t9;25 S30.20.6
1,1,2,2•Tvh a chloreaelana
NO uyL
3.0
040
1 0711311219:26 79-M-5
Tetrachlaroelhena
1.9 uWL
1.0
0.45
1 OZ1311219:21 7271r14
Tawwd
NO uyL
1.0
028
1 DWI 3;12102e 1Da-Ni61
1-TkNw-th.ne
ND uyL
1.0
0.48
1 0211Y1210:20 71-55-5
2•Trlehlwom ene
NO uyL
1A
029
1 02113H219:26 79-00-5
Tnchluorihene
4A u01L
1.0
047
1 =1311219:20 7a-014
TrkhlorPT,roromamane
NO uyL
1-0
0.20
1 02111012 101e 7569-4
1,7 3-TnrhlwnprnMna
ND uyL
1-0
041
1 0211W1210$6 i16-11fi
Vny1 acalel!
NO uyL
$0.0
0 35
1 0Z1Y12 19:28 106-05.4
Vnyl enlwbe
1.6 uyL
10
082
1 9Z1Y1219:28 75414
Ky-0 lTPlalj
NO uyL
5.0
066
1 02113f121920 133(1-20-1
Sunogah.
A. Brvmoauvrohm,zena 15)
96 %
70-130
1 O2113021928 450-00.4
DiwormuAu wurnathN,e(5)
105 %
M130
1 020 10 12 1928 106a-53.7
1 i:.0�.'.hlprne9lane-di ISj
103 %
70.130
1 02113112 192411 17060.07-0
Toluene-da(51
03%
TO-130
I 020 Y121928 2037.26.5
23208 MAN." Annlyww Method: SM 232D1H
AlkaNnlry, Told as C.aCO3 441700 uyL 5000 $000 1 OZ17112 52:00
621OB SOD. 5 dey AnalylWall Method. SM 62108
BOD.5 day 2460 uyL 2000 2000 1 0Z1111211 00 0711611215147
300-0 IC Anlnna 2A Dora Analyl.Cal MaOwe: EPA 100.0
S.rlrete NO wWL 250O0d 5000 1 02M1221.42 14801.79.8
4 SOO Chlertda A-ly11ael M.1t d SM 4500 CI E
Cldwlde ND uyL 5000 5D00 t CIM1209;40 16167-00.6
93108 TOC Anoyi cal McOwd SM 5310B
Toll Oryanlc C arPon 11700 uryL 1000 10M 1 02FMI223'13 7440-44-0
Data 022620120956AM REPORT OF LASORATO RY A NA LY 5 1 S
ir.e r.p.ry en.. rwl to-,- coup n Ul
1wTwl 1M.m9an mneenr or Pan Ar.alyYul Servile im
94.55
Pape 11 al 39
Pace linalyucal Servlgf, Me. Pap AMINO ? 11-Mao, Inc- Pan Arulyacal aafykaa, elx.
aCeAnafytrcale ]06 Ea at Mew- Row -S..w 2225 A-saL� 9n90 Rmc yA.r sure
fd.n. NC x7M A".11t. NG 286pt HW,I.•Ma. NC; 701a
153a'A73 l 157a}254•illa IMAId759067
ANALYTICAL RESULTS
Project. SORRY CLOSED LF
Paco project Flo . 921T1951
EattlpM: MW16
LahlO; 011191810114
Cn11ac1ed: O2M9r1214:00
R40a1y4d: O2hd1214;24 MnW-: ftW
Reporl
Psrsmalen
RawBs Units
LINO
MDL
GF
pt"lif60 AAelyied CAS No- Quil
60101CP GrOWDwaler
Anslytleal Mmud: EPA6010 Pr apateeon
Malhod. EPA
3010
Anbmony
NO uyL
6.0
5.0
1
ON1y1211 45 DWI all 20057 7440.354
Arsenic
NO uyL
10.0
5.6
1
0Z16r1211 45 Uri 611200: 57 740-38-2
Bamlm
40.1J uyL
f00
5.0
1
02116r121145 O271 a112 O057 1440-39-3
Beryllium
NO uyL
1.0
1.0
1
02Aral21145 02111112 00 57 7440i1-7
Cadm.rn
NOagx
1.0
1.0
1
WIW1211:45 02JI V1200:57 744043.9
Chromium
NO uyL
10.0
5.0
1
OV1511211;45 02116f 1200V 744047.3
Cohall
204 uyL
10.0
5.0
1
07f1511211:45 02AW1200:57 744"-4
Copper
NO uyL
1DA
5.0
1
OZ1 am211:45 0211611200;57 7440.50•8
Lead
NO uyL
100
5.0
T
OZ15772 N:45 O211Sft200S7 MV-92.1
Nickel
1,9J uyL
SOO
5.0
1
WW1211A5 0201401200:57 7440.02-0
SO-,-
NO uW1,
IOO
10.0
1
OZ1&7211:45 OZMM 00:57 778249.2
$iNer
NO uyL
100
6.0
1
OVIV1211:45 021tan200:S7 7"V-22-4
Thallium
NO 4011.
5.5
5.4
1
0271CJ1211 :45 0217901200:57 7440.284
Vanadium
NO uyL
25.0
5.0
1
02116f1211:45 02 W1200:47 7440.62-2
2mr
110 rp4
100
10.0
1
07JI901211:45 07JIlYl200: 57 744036-6
6260 M&V Low Laval Lendll8
Anatocal Method CPA 4250
Acetone
NO uyL
100
22
1
0277Yf21954 67-64.1
Aerylennnle
NO uyL
200
1.9
7
O2r1311711.54 107.13-t
6enfene
0.7M uyL
1.0
0.25
1
027f 111a 19:54 71-43-2
Bnar d,lor lh-
No uyL
30
0.17
1
OZ73712 19.54 74.97.5
&onwdluhlorwmeulene
NO ayL
1 0
Ole
1
OZ1L12 19:54 75.27.4
BromoNrm
NO uOrl-
1.0
026
1
OIft371218:54 75.25-2
&PmnmaTane
NO uyt
70.0
0]9
1
97n3n211054 7a-619
2•Bul4nene (MEK)
NO uyL
109
0-86
1
0211Y1219:54 76.93-3
Carbon 11,011 d.
NO uyL
100
1.2
1
011311219:M 75-15-0
Cerhon IehacNorlde
NO uyL
7.0
025
1
OZI311219:54 56-23.5
ChWrohenxena
2-1J uyL
39
023
1
0N13172 111:54 705-80-7
Chlo4oeHren4
0.77J uyL
10.0
0.54
1
02JI3112 t9,54 75-00.3
Chlarugrm
NO USA
5.0
0.14
1
02/131/2 79 64 67-61Fy
Ch1womea.ane
NO uyL
1 0
0.11
1
020131121954 74$47.3
1,2.0111rom9.3•chlompropana
NO uyL
13.0
26
1
07113y12 19-54 86-12.6
oft-chlorometlh ne
NO uyL
3.0
031
1
0&13r121954 f34Ja-1
12-OAlydmwatane tEO81
NO uyL
1.0
0.27
1
0113r12 19 54 706,93-4
pwcm "thene
ND uyL
10-0
0.21
1
0Z1Y12 IS:" 7A-85.3
12-0icldwrwuensene
ui UWL
5-0
0.30
1
02113021a 54 95-SC1
1,a-0kNp wuenxe a
as uyL
1.0
0.33
1
OZ1Y12 1954 10645.7
trans•1A-O&9ww2aulene
NO uyL
100
1.0
1
M$311210,54 110.57.6
1,1.akNomsllune
34J .uyL
50
0.12
1
D2n Y7218 SA 75-34-1
1,-okNpreeplana
No vWL
1.0
0.12
1
021731,279:54 107-0e-2
1,1-Dachim"thana
NO 11yL
50
OSS
1
0211L1211114 75-354
afa-1.2 Olcr wo tl Kna
31-7 uyL
5.0
0.19
1
07JI31121954 156.594
trans-1,2-Dlcmvroalhene
NO uyL
5.0
0.49
1
OZ1Y12 19:54 155-00.5
12-pkhlotapl dgene
1.6 uyL
1.0
0.27
1
02111112 19:54 75.87-5
1,3-0Id,lPmprdpene
NO uyL
1.0
0.26
1
021131,2 19:54 142-28-9
df-1.3-0 ddwopropene
NO Ir02
O
013
1
0211Ill 2195A IO061-01-5
Dale DV 20120556AM
REPORT OF LABORATORY
ANALYSIS Pepe IIMIAI
1 .� rerwrt N.r.gtb .yoduead a.pra n Ul
xiu•wi,ne y.egn poneeniof A.rn Analry S.-.I-

Pa.. Ae.0W 6.-r , Ins, Parr Ary ,ar ea Wft. Inc. Pmv Mal PW ammimr, in.
aceArralyticai • ?M r.a M.wow Few - b.a • 2225 Riw.ra. or 9n00 L+c.f Av. sure 1m
t6-.4c I776e aWn ,* ,c 26afm H,nw•�r... NC M7a
I379]e23,IWI i6i61251-7110 t704,417&DM
ANALYTICAL RESULTS
Prq.01 SORRY CLOSED LF
Pace Pmlen No.- 92111951
Sam4714: M11F19 Lmh ID: 92111961004 CaHmled: 02;00+1214.00 Remva-d 0211 Oe 1214:24 Metro. Mi.,
Reporl
pyrammam Reeuhe Unlls LII1.l MOL OF Prep area Anely2ed CAS No 0..]
4269 MSV Law Ley91 L4ndtlll
AAatyt ml McOrod EPA6264
hams- 1,3.01CWxepmpan4
NO uyL
1.0
0.26 1
QVIN121954 10061-024
Euybc eann
NO uyL
1.0
0.30 !
OVIV12 10-54 100414
2-mfv nde.
ND up+L
W C
0.49 1
02l13112 10,54 501. "
I6do"Illen.
NO 4W1,
10.0
0.32 1
0211311219:54 74418.4
MolhvWo CNefldo
NO LhWL
1.0
097 1
Mi11219:54 75.091-2
4-McCN4.2yemm�eme taal elG}
NO uOt-
$00
033 1
02l13,12 ID154 48.10.1
sly- .ne
NO LIVL
1.0
0.26 1
0211311219:54 TOO42.5
1,} 1,2-Te4.ch;urueer.n.
NO uWL
50
0.33 1
nzfm21054 630-206
t,S�,2-Saaa[ldoroe4f ane
NO VL
10
04D 1
021111219:54 7104.5
Tey.chlmoelnene
NO uyL
1.0
0.46 1
0711J112 10:54 127.19 4
TNumo
ND uWL
1.0
0.26 1
02f11121054 108461
l.1.1-7nphlnroatlrane
NO uyL
1.0
040 1
02f1112 10154 71.55.6
1.1,2-Trlchl.roetlrane
NO uWI,
1 0
D79 1
W1311219.54 70.00.5
Trichlwocillwo
0,W ug(L
1.0
047 1
02113M216:54 79-01.6
7rkhlwPAuaromelh.ne
NO ug1L
1.0
0.4 1
0211311219:54 75.694
1.2.]-irichl0lpprdpane
NO -g&
1.0
D.41 1
Carl 11219:64 Wl"
Vnyl acetate
ND uOrL
$0.0
0.35 1
Ob1112 19:54 TO5,054
Vlnyl chimme
11 uWL
1.0
0.62 1
W1112 19,54 75-0t-4
Aylene Jolall
NO uWL
50
D 66 1
CV13112 10154 133040.7
So#eper..
4 8romoAuoraa4nrane tS)
97 15
70020
1
QVi 112 19:64 460.004
Didomo6uor9methene{S)
103 %
70-T00
1
021131t2 i9:54 1666-53.7
12-Okhlornefnene-tl4 fW
103 %
70-130
1
ON13112 IR:54 17060A7-0
Toluene-061S1
94 %
70,130
1
021111219:64 2017.26-5
232126 A1k.Dn Ay Amlytleel 4e81.0. SM M138
Altalmly. ToW a. C.CO3 9S600 uWL 5%0 5000 1 021171 t2 Q 00
621111SOD, 6 dAy Aryalytical Me 0164: SM 52108
800, 5 d.Y NO ULM 2900 20" 1 021f}11211!00 D211&12 JS-47
300A IC Amiens 23 Days Analylmel Method. EPA 300 0
swims 71704 uWL 250D01) 5000 1 =0112 21.55 1460&794
46M CbWnde An0&-o1 Mathoo:3M 45Q0C!•E
Chlorld. 10200 "WI, 5900 5p00 1 021 12 p9%0 16667.Ot1-0
6310E TM AnWy lul Method: SM 53108
Tom; pr0anlc Carbon 142" UWL TODD 1008 t a7W 12 Z3 Z3 7440-44-C
84,85
/ a
l�.{..,,fic7l+y[iCaj Pau Am"cal 4.nlw., 4nF Paaa Re.l7tical mrHwl. N1.. Pam Ar Vae.1 6ervlm., W.
ace� TSE.gM..ao Re.4 3-- =25RMsm. A pa0.l.irc.Va hU tW
ri-c+cr mn Loan NC 2r7e6 A..n.HN.. NC 29ep4 --A. Nc J5u7a
(33M+621-6021 {42e}26,14176 VN a76�092
ANALYTICAL RESULTS
pmlect SORRY CLOSED LF
Paw PoD14L1 N9.: 9211t951
Smr.oa: WIL-10
Leh ID: W111,511006
C.Ikcted 02109f1217 On
Rnc.lnad. Qy101121424 Warm y6w
Report
pe+emelen
R..." Utnlq
LI-V1
14DL
OF
prep.red Anaty2nd CAS No- Owl
1010 top Oruun dwiler
Analytical Method: EPA 5010 Prcpar4110R l4ethod: EPA
3010
Antimony
NO uW1.
6.0
6-D
!
=16012 11 45 D21!&12 1)1-D7 7M0.76-0
Am-W
NO vWL
10.0
5.0
1
021161211:45 WIT &1201.G1 7440.31.2
S" m
29.2.1 ug4
100
5,0
1
Mel 211:45 02114f12 0101 7440-39J
Seryu.lm
ND UA
1.0
ID
1
D711&12 11 4S 0711&12 61.01 7"1141.7
Cedrlyulll
ND NyL
1.0
1.0
1
OVIV12 11:45 02111111201.01 744043.9
Chroinluln
NO UA
10.0
5.13
1
00j1611211:45 OWIW12 PIK1 744047.)
Cobol
ND grL
10.0
in
1
OVION12 11 As 0y10r120101 7440464
Copra
ND"gL
10.0
5.0
1
02JIW1241:45 0211&1201-01 7440-504
Lead
ND 11gr1
10.0
5-0
1
0211 Sol 211;46 =1 WI201.01 7430-92.1
Nle9al
ND ugrL
50.0
5-0
1
02AW12 11;45 0211&12 D1.01 7440-02-0
Seler60n5
NA UA
19.0
10.0
1
021l6112 11;45 0211&1201:01 776249.2
SNyn
NO up'L
10-0
60
1
02116012 TI AS 0211&1201-01 7440.22-4
Th414rm
ND uWL
55
SA
1
0211&12 1146 021T1f 12 0101 7440.22-0
Ven"um
NO.0IL
250
5.0
1
D21l671211.45 PIVI&12Ill 01 144D42-2
Ilnc
131 UWL
1110
10.0
1
OVIOU1211:45 07158f%20101 74404P&6
820 MSV Lout L.e.l Londt16
Adelyk.l Method: EPA 8290
Acetone
NO ug-
100
22
1
DVI10122D 19 6744-1
Acryloniirm
NO 4WL
209
1.0
1
a1301220:t9 107-11-1
Santana
NO uW1.
1.9
0.25
1
D21111220; 19 71.43.2
8ramochleromaN4ne
NO uWL
11A
0.17
t
0211311220;19 74.074
&onmckchlommoDlerre
NO uprL
1.0
0.16
1
C2jIWI2 ";19 M27-4
&amemrm
NO Uok
3-0
0.26
1
OVIV1220;19 7525�2
Eiwm n lhwo
ND upfl-
100
029
1
021130 T220; 19 7413-9
2-9utenone lMEK)
ND uyL
100
095
1
D1111220Ill 7&P3-5
Cerhm dl.utAde
NO uWL
100
12
I
alX122019 m15-0
Carbon Ien.cnlwid.
NO UWL
1.0
026
I
OW 311.2 20:T9 56.23A
ChWrohenaene
NO uyL
3-0
0.23
1
OXII1220:19 106.90.7
Chlefoal%ene
ND L6WL
190
0.54
1
02JI11220. 19 75-043
Chlorolorm
ND uy1L
5.0
0-14
I
021111220:19 67-W3
rNumm ohme
NO UWL
1-0
9.11
1
02-JI WI220:19 74.67.3
1�-nlhrwno-}chWmpropene
NO uyL
13.0
n
1
0211 W1220:19 W12-e
Otnfpmocnlaremethane
NO UA
3-0
021
1
021111220. 11) 1244&1
12-016romoaNlne (EDS1
ND ugeL
10
OZ7
1
O21S 311220. t0 10&93-4
D1Were.meplarre
NO uy1L
100
0.21
1
0211311220.12 74-9&3
1,20cNupbenme
NO ugfL
5.0
C-30
1
a13112 a IC 96-50.1
1,4-DIcMupban2ame
NO uW1
1-0
013
t
Mi 311220:19 1W-46-7
Iran.-1,4,D chrer.-2•bulenr
NO uWL
100
$.0
1
a ll12 20 19 110.574
11-fkhlomothane
I," uOfL
5.0
032
1
02f111220:19 75-34-3
t,2•Dlchloroethont
ND uytL
1.0
0-12
T
001311220 19 107106.2
i,f-Olchloroethene
NO ug4
S.0
0.56
1
0711WI22D 10 761354
0.-1.2-Oichlommhene
2JJ uWL
50
019
1
121111220:12 156-50.2
Iranm-1,2-DfrhI.roa01ena
NO ugf-
5.0
D.49
1
02111220:$9 15640-5
12-DichPwoprpyane
NO ug&
1.0
0.27
1
Mi U122D:19 75-07-1
1,3�3kh;oroprop...
NO upfL
lA
0.2!
1
02111t220AS 142.20-9
oa-1,3-Diehbr.pr opens
ND UVI,
1.0
0 t3
1
0211311220!19 10061-0"
Dale: DZQ&2u12 09.56 AM REPORT OF LABORATORY ANALYSIS No. 13 of39 Dale OW2612012D9 NAM REPORT OF LABORATORY ANALYSIS P60414 6t39
Th. vaon Wr rota r.tw0umo. -v n T/1. Ti" r•PagT .r nM h. nprpouwq,.ap.yr n Na.
v 6-k tlw wm n e,.n. el P- Am I" 9. 1-. Inc .re the •r -1 or Fl- Nr.lflur 5,.nic.a Inc

Pen A-1yanf 5"m, MAllen,Me. P.- Andocal ll, Mca e. P.c. Anelyul p4 O"S. W.
acekmlytical 2M Ee.t M.md" Road - Guar A 2225 R"mic a Or 9II 0 w-, Ave 5 W ICU
Eden. NC 27M A"wim, INC 4H104 HwyrmWa. NC 79u7e
4336182 -"21 fa2pf254.7175 f704107&9=
ANALYTICAL RESULTS
P,.p6d. SURRY CLOSED LF
Pace "ad No: 92111961
9mmple; mvy-19 Lah1D: 9211195700E Corlect.d: 0210911217:00 Re Wad- 020 W1214:24 MDOW Nlly
Report
Par.m.tal. Reauna unit LOW MOL OF prepared Htelyzed CAS W. Oual
82% MBV Low Level Landlill
Analytical Method; EPA 0260
tran.-1,3-pkhlorapropen.
NO UWL
1.0
0.26
1 Owl Y1220:19 10061-02.6
E1hyl6enzene
NO uWL
1.0
0.30
1 O211 Y1220; 19 10041.4
2-N6ra one
NO ualL
50.0
0.46
1 OWU122019 591.78.6
lodomamana
ND uWL
10.0
0.32
1 O2f1Y1720-111 74,86-4
Methylene CNWldo
ND uQIL
t.0
0.91
1 DW WW2 20:1 a moll-2
4-♦,leOW-2-pen%mme (MI EX)
ND VA
109
9.33
1 DM ]1T7 241:19 109.10-1
5"ne
ND up1L
1.0
028
1 02f1YS22O-10 100-42.5
1.1, 1,2-Tetr.ch1w"IhAne
NO up1L
5.0
0.33
1 02lt U1220:19 530.203
1,1,2,2•Tetreddnl"Imane
ND UA
30
0.40
T O211Y122019 7W348
Tetrmddoromlhenm
NO uga-
1.O
0.46
1 Owl Y122019 127.164
Takme
NO VOL
1.0
026
1 02113/1220:1A 10e-W3
1,1,1•TrMWo.lhm6
NO upR
1-0
046
1 02-J1311220:19 71.5"
1 t•2-Tr1chlWneNmne
NO ugrL
10
029
1 02113n 220: 19 70-DD-5
Tddlleroethene
ND ug1L
1-0
0.47
1 Owl WI220!19 70.01.6
TrkhlnTaeNdromelflane
NO lWL
1O
020
1 Owl 311220'19 75-6"
1,2,3-Trjq%1mopopma
NO ug1L
1.0
0.41
1 O&1311220'19 ➢6.1E4
VIVO mutate
ND OWL
50-0
0.30
1 D211 Y1220!19 lCa-M-4
V"chbNde
NO UWL
1-0
0.62
1 DZ1311220-19 75-01-4
%ylene fTamlp
NO r.WL
5.0
(1.66
1 D201W12 20-19 1330-70-7
SwroudivS
i BremaAl.orvhenrene lS)
95 %
70430
1 MW t229:111 460-00-4
Dihromofl--then. 15)
101 %
70.139
1 Q2f4Y1220:1a lash!-53.1
12-UicNwoefhane 44 011
106 %
70-130
1 OW13112 20:19 17060-07.0
Toluene-d3 fSj
9454
70-130
1 Owl W7220.19 2037.26-5
23220 All, e6nily Anelylleal Method: SM 21208
AA.Anity, 1o1.l .1 C.0O3 11600 uWL 5000 5000 1 02117112 12,00
$21 O8 800, 6 day Amlylkal Method. SM 51110B
BOO. 5 dAY NO vWI. 20D0 IWO 1 02/1111211 CO 43BIWI2 1147
300-0IC Anions 2E pays A..lylksl U.dwd EPA 3006
SWtma, NO uWL 250000 50M 1 0212Q112 2209 1490E-7911
4300 C111a rid. Analyllcal M.Owd. 9M 4500-CL E
Chlwlnn ND ugfL 50H 5000 1 02RWr20943 IOV-00-S
63106 TOC Amlylloel M40wd: SM FW00
Tn1a1 prg.n C,bon 26V upfl- toot loon 1 0ZW02 23;35 7440-44-0
64,8E
14e. A-1vom1 5eniee4, inPan AMyNol S-Im., I-
Paw AnMyYwl B.rrrm .Ine.
aceAna)ytical
2os Eaa M-d- R�4u g,. A
22a5 R.yenpe a
ONO Knwy we Dine 190
aw k.uoram
Eaen NC _flab
A h.01` NC 20004
Hw4l,W, NC 2E078
G3G 0.'3102,
[BZBS25A-7178
[7W lJ7 -DW7
ANALYTICAL RESULTS
Plcpcl SVRRY CLOSED LF
Pace Prolecl No.! 9211105,
Sample= MN1-125
L.h10: e21119E100e C.Ireded: 0270911211'Do
F1-m ed: 02J1 W121424
4+1- VJatnr
Repwl
Paremrterp
Raautta llnlh 110N1 MDL OF
Prepared Analyzed
CAS No. ❑uol
6010 ICP Oroundweor
AnaiVk6l Method: EPA6010 Pm Wmlr m Maned: EPA 3010
Animonv
No up1L
6.0
5.0
1 02AW1211:45 07110IM201-04 7440-56-0
Ar Nc
No ug1L
10.0
5.0
1 0211N1211:45 nIW1201;04 7441}363
Barium
2O,3J 41-
100
5.0
1 02/16112 11:45 OWIllt42 (11:04 7440-32-3
Be vilium
NO vWL
1.0
1.0
1 02l1611211:45 02JIW1201:04 744041.7
Cadmum
NO uWL
1.0
1.0
1 0211&1211.45 021W201:04 7440,43.9
CTH"kim
NO urpL
10.0
5.0
1 Owl W121rA5 GVI&tI01:04 744a,473
Cohell
NO upfL
10.0
5A
1 R2r1Gi211.45 Dw$lU1201'04 744"B-A
Copper
ND uprl,
10.D
5.0
1 WJIEO1211AS 021 811201:04 7440-604
Laari
WD MOL
100
5A
T O711611211:45 0211&120$:04 7439.92-1
Nlsket
ND up4
50.0
45-0
1 Wn&1211:45 02fl WI701:04 7440-02.0
SRanlum
NO up1L
10.0
10.0
1 OZI&IL'T1'45 Owl WI201.04 776249-2
W-r
NO vgrL
10.0
5-0
1 0ZHV12 T1AS =11112 0:04 7440.22-4
Thoftm
NO QQ&
5.5
5-4
1 OV 16112 WAS Owl W2 Qt:94 7440,26-0
Vanedlum
NO LWL
25.0
5,0
1 021E&12 11.45 07116f 12 D"4 7440-62-2
zi-
NO ugIL
10.0
Iola
1 021t 6112 11 '45 g7J1601201.04 744C-6"
OAD µeV Low L.yal LagW011
Ana1y6lal M.%.d. EPAS260
Acelona
NO ug1L
1Do
22
1 0711301220 A5 6744.1
A I-Orile
NO UWL
2W
I
1 0211311220A5 107.13.1
Baniane
NO ug&
1.0
0.25
1 02r13M220-45 71.43.2
Brameallvremelhane
NO uWL
3.0
0.17
1 Owl v1220'45 74-97.5
Brvmodlchlorumeth*m
NO vWL
1•Q
C-16
1 07J1 WI220-45 75-27-4
8romM.rm
ND"WL
3-0
a26
1 02MW1220.45 IS-26.2
8mmcmetlane
ND uo -
10,0
022
1 Nil Y12 20'4S 74-63-9
2•Bulanvne [MEK]
ND up1L
100
0-M
1 OL11T2 20:45 76.93.3
Car6an dmN6de
ND vge-
100
42
1 ovil12 2O:a5 MIS-0Cerbwl
letrachlor4de
NO ugft-
1-0
429
1 021 Y1220:a5 5&2S5
Chroraeanzan.
NO uWL
310
023
1 Owl Y1220:45 106-90-7
Clllufcamane
NO ug1L
10.0
D.54
I. 02113ry220:45 75.003
Chbfarorm
NO uWL
5A
0,14
1 0211311220•.45 67-66.3
CNlamin.ehane
NO 0g1L
1.0
0.11
1 W13112 20.43 74.67.3
4 ,2.OPxama•3-dJarvpropana
NO uyL
15.0
2S
1 021I WI220.45 9612-E
Oihrom cillmomelhrne
NO ug&
Sa
021
1 0211101220.45 124-411A
12.Onromoetthan. [EDB)
NO uWL
to
0.27
t 0211112 20-45 IM03.4
Dlhrvmemeriane
NO uWL
10.0
0.21
1 0211W124:4E 74.9E-3
12-Okhlvfphrnz.na
NO uWL
6A
0.30
1 OWT1220.45 951Wl
1,A•D4chlwo0enerhr
NO uWL
1.0
0-33
1 Wa012 NO $06J0-7
trans
ND uW%,
in
1.0
1 0711 Y1220!46 110-W76
1,1-Olchtnronthene
1-2J uWL
6.4
032
1 02IY122045 75.34-3
1,2-Dlchl._hene
ND up1L
1-0
0112
1 97)l W12"As 101-0&2
l,t-Dichlwoelhene
NO ug1L
SO
0.58
I 0211 101220-45 75-554
na-1,2.Ckhrworthma
1AJ ugfL
5.0
0.19
1 02IW22CA5 1%5S-2
uarwl,2.0dcmugoettene
NO ug1L
5.0
OA9
I 02113f12 niO SS63D-5
12.DIchWrapwp.ne
NO uWL
1.0
027
1 Oy1311220-4S 711-E7-5
1,3-D"1QfApropAne
NOug1L
1.0
028
t WA11220-45 142.28-9
tie-i.3-dcnloropropenr
NO ug&
1.0
011
1 =311220:45 1MI,01.5
Data- OV2W012O9 56 WA REPORT OF LABORATORY A N ALYS I S pegs $5 0139 Dale:02r2&ZOt209:56AM REPORT OF LABORATORY ANALYSIS Page 16 pf 39
Tnr. r.W pub -1 be-duead, except n U1. T" remit meal N i.pmdrc.q. m. 0 n ayl
we" m.e"Mmm Wnaeol of pace Aw1015em.:ai. Inc WtW lb. WFIN.c * .A nl Pe Ar Iyq-1 $Mlwl. Irc.

A... A"ya[.r 6-;-. Me
Pa e. A" ea.] 7.rvr[n, Ine paw AnNya[rr oe r.i_rf. inr
•
v+er AWelical 2-1-, In[.
Paw Anrlytlear
g.rWc.r, rn[ v :r An.ryuul Mrvlea.• 1-
•.9D
aceArmVicai
20 Eart M..ppw Rw0 -Sus A
22�' Rrn rp. D .aDQ nm .y •e 5 s •IX
r aceAmi�iCai
E.p 1A
rS a R•,.e iW A
i225 Rrv. �tl. 1h ninyTA . Sp+.11%1
•rn •„�.e. a.,
Eo.n. NC 272Be
Ayvy,ry. NC 2aa0. 1n.mrr.. n.. NG 2ep7e
w..pA -
"I NG 11181
Mlrr•s NC AM, 1WnsrN+A hic ;mom
f3lfiZ234*2r
rme17547170 l7p 16m9092
I]]61RISA6]t
iE2Di2i.-ilx5 1704)"eO .?
ANALYTICAL RESULTS
ANALYTICAL
RESULTS
pmjvct SORRY CLOSED LF
Plvpcl. SORRY CLOSED LF
Psn ptojv r No. 92111951
psed pt.lect No . 9211 t951
9[tnpl.: l0l
LAb ID: 121111111096 Colld.d 021II911211.00
Revel-dD271 D)121424 Met- Weter
E+mplw MVV-IZD
Lab ID: 112111151007 CnW.Acd
921f0/l20L15
Re--d' 0711W171424 4r[W Weser
Report
Report
❑.rema[erl
Re..Ira llwts L-ml
MOIL OF
Prepared Agalylad CAS No Dual
PAremeilm
ROMA.
U11Q. Lmi
MOL OF
Pr.pwd d "Iy2ed CAS No oval
8I40 MSV k ow Laval Landfill
k rjv'Ic41 m-m9a: EPA 6IQQ
60101CP 0rolmdWillaw
AnOy4[a161401od; EPA 4010 9repmimmn
tWhu4. EPA 3010
V.n.- 1.1[ D.rhl ww,pr'n.
HD UWL 1.0
026 1
0211U12m it 1ONI-M-4
AAIMWY
NO uLVL
60
50 1
OVIW121195 MIV1201:13 74040.3647
E1ry'R•enze"
ND u01L 1.0
030 1
02113022D:AS 100.41.4
At"nle
NO up4
100
5.0 1
D211E11I 11'45 021W201.187440.36.2
2-14ea+ -
ND �Q1L SDD
0A4 I
DZr1311Z 2045 591-111A
9arhrm
6.7J Y0'L
IDO
50 1
unwi21145 UMN1201.1a 1440-30-3
ladomeryr+ne
NO uyL to.0
0.32 t
021t 1'2 20145 74.86.4
BeMslm
NO 0A
1 Q
1 0 1
021161121t:46, OW&I201.1A 744D41-7
Memyl.ne CnloNde
NO uy1 I.0
497 1
DZr1L 1724IS 7$.00.7
Cadmwm
NO u0'L
0
1.0 I
ON 1M12 f1:45 OL141+2 D1:14 7HD-f39
4-Mallyl-2-p4nt2MW (MUSK)
HD uyt 104
1 33 1
02113f$220:15 106.10-1
Chrell.um
NO uyL
$00
5.0 T
0211611211:46 4L1N1201-id 744047.3
swone
NO uQ1L I 0
075 t
02A3A2 20'46 10O-42-5
Cebarl
NO uyL
10.0
5 D 1
0211611; 11'45 0zr1 a112 01.1a 7N 11Ja-4
1,1,1,2•TaMamlarwalen+
ND u0& E.0
0.33 5
0211W 22D:45 630.20-6
Capp.1
NO uWL
10Q
5.0 1
0i114112 .45 0211 N+201;18 7440-50.8
1,1,2.2•Tvd4cTdw0eth+n+
NO ugtL 3.D
0.4D 1
D2l1N22Q'45 79-31-5
Le.d
ND owl
10.0
5 D 1
OT11611] 11,1E G]n ar12 D1.1e 7/39.92-1
Tetr+r111wneth+n4
ND uWL 10
0.4E 1
0211311224,4E 12ir-l"
Nrnkm
NO Ua
50.0
5 D 1
0&16M2 f1:45 D211611205 16 74404Y2-0
iolu.ne
ND uyl "1
9-25 1
021131122446 106-08.3
Sel"iUm
NO uyL
100
100 1
QW601211:45 02l16t1201: 1: 776249.2
1.1.I-Toczeto+6nn+
NO uyt 1.1
D48 1
021131t220146 71.55.E
511.0t
NO UA
100
5.0 t
0211 W12 t1 /3 02116r1201:18 7440.2Y4
1,1-2 T.Ichlero.lh4nn
NO ug1L 1.0
029 1
OL1311I26.46 780"
Ti1+lko.
NO 1'0't
55
54 1
Q711 E11711 45 OI+1&12 Os.t8 7uQ- 41
irkMwv.mene
NO upR 1.0
9.47 t
0211 ]l1220:45 79-01.6
Wn.artm
HD uplL
250
50 1
Oof1&1211 :4E D211N1201 t6 7440.02.2
TF4CN ro6uvr.nwthlme
ND VOL 1.0
070 1
021t 3n220:44 75. "
Zinc
NO uyL
100
too 1
Q2116112114i 021161JI 011E 744D46L
1,2,34n9hrwWopane
NO ugit 1.0
441 1
OIf1111220:As 96.1E4
WY! fump
ND ugeL 500
D35 I
.
OV1302 2045 10EAS4
SMMSV LOw Earths LandlUl
An.y11o+1 Me71ed EPA 6260
V" chlw-d.
NO'9L I.D
0.62 1
112r1311220'45 15-014
Acelon.
NO LWL
100
22 5
02r13f1221.10 67.64.1
X*ne lToulll
NO u0r1 5.0
066 1
0211E 1220:45 $33040.7
AcaylPmb4.
NO ug&
200
1.9 1
(WIN 127110 107.13-1
BL1T+9+l"
Fl-Aen.
NO OWL
1 Q
0.25 1
07/1311221 10 71-43-2
4-SFVM 'w.bennene (Sl
IN 7� 1D-130
1
0211D112 20:45 460-004
Br.mochlwanamanr
NO upR
3 0
0 17 5
02113112 21 10 7497-5
Oibrvmaeuwom.+h.ne tSl
to:% 7yf7p
1
Ot1131122D:15 14EYa1.7
&9modldllorom.th4nr
ND upfL
1Q
016 1
02113112211Q 76.274
1,2-D1[hlol pathana d4(5)
505 % 7OIL 30
1
0211111220:15 17060.07-0
BromoMrm
NO uq+L
30
0.2E t
0211111221'1Q 76.25.2
Toluene 63ISI
94 V. TD430
1
OZI13+12 26:A5 2037.26.5
Bevmameth+ne
NO upfL
109
O7E t
07113712211Q 74439
2320B Alk9tmdy
Analylkal Meshed: SM 23208
2.31danone tMEK1
NO uOIL
100
0. Ds 1
02113112 2114 7E-93.1
CuEon dl.ldFde
NO ug1L
100
12 1
021f V1221-IQ 76.15.0
A4kAamly, T.IN.s C.CO3
1D1000 uOtt 5000
5000 1
021t711212'00
C.rbwl l+tr+allwide
ND uW1
1,0
0.25 1
021131J 2I1:10 56.23.5
1210E SOD, 6 day
Analytical Method SM 5210E
Chlambmter.a
NO uWL
113
021 1
OVIV1221.10 108-EO-7
Cilwroemane
NO u01t
10.0
0.54 1
07113;1221. 10 7S•00-3
SOD.5 day
NO Usk 2Q00
2D00 1
0211111211'00 02ri61t2 t5:47 64,65
011o1Plolm
NO LVL
5.0
014 1
0211311221:10 E7-66.3
Chl.wo"alene
NO vWL
1.0
Olt 1
MIy1221;10 74-07.3
300.0 IC Anlvna I6 Days
Anary119a1 Method: EPA 700.0
1.2 p9xom0-3-[Horapr.p+ne
NO uprL
13 0
2.5 1
020 3112 21:10 9E-12-E
Sul r+le
331K A uyL 250000
5000 1
DM1215.03 14606.7E-0
Dibrum chkwometh+n+
NO 1.0'L
30
0i1 1
02+13+1221;10 12446.1
12-➢&Omoem.ne tzcs]
NO uy'L
1.0
027 1
MIU1225:1: 101-134
4600 Cht0A6e
AnMyllcal Method: SM 4500-0-E
Dlvrem.r+wmsne
NO uyl
to.0
0.21 1
0211 NJ227: 174,054
ChWNoe
6610 uyt 5000
500E 1
0212011Z 09;43 169e7-00-6
1,Z-Dlchimoo"As a
NO pA
SO
D.10 I
0211311221;10 95-W-1
1,A-Dkhlpob--ne
NO uD'L
1.0
fin I
OVIU1221 1D 106411.7
53100 TOC
PuwtywAl Method. SM 53106
n.no-1 4.DhcNvrv•2•outene
ND VA
100
1.0 1
02r131,a 21 SO 110-574
Teal Orgrnlr C+rbun
34410 ugrL 1090
$000 1
02 N1223 A9 74413i4-0
1,1-pkMofoelhArla
NO rrg2
5.0
0.37 I
02153+1221:f0 75-34.3
1 ,I.DICAIpwtiMne
ND w-
t Q
0.12 1
02113/12 21.10 107-0E-2
1,1➢KlupwpVre
RD uWL
5.0
0.3E 1
027f YtI RI:10 7'r35.4
0.-1.2-mr tj eethene
ND UU&
5.0
019 1
02113r1225'1 154.59-2
o.na•1 2-dcNoroethanv
ND UgIL
5.0
040 1
021131122110 151180-5
1,2-Dlchlwwopen+
ND VA
1.0
027 f
0211311221: 10 70,87.5
1,3-Olchotoprdpvno
NO vwt-
1.4
0.7E 1
021131122,: 10 142-Za-9
p[-1,3-(3lch4ompropem
NO ug-L
10
01a I
QN13+1221'10 We" 1-s
Dale. CZQV291209: 56 AM
REPORT OF LABORATORY ANALYSIS P.Q. 17eD9
Owe 02 "012%9 aAM
REPORT OF LABORATORY
ANA LYStS Pap. +e o139
Tl.a nw"1W a r.pre9-o.d, i pl N
M,
'LM. np" -0 �r o. re�...-P1 n
b
e -te M ,eenr.nt dp.-A.hs[.I
6.ry klm
a.f.l
... -'i pin..nlet P.- A-lybcm S.rya.f. Nr

Pao. An."W 9ervlp4, Ma. P."Analyap.l l-"es. IN.
Pace Analyapal Nrvg le, Mc
Ann ❑J
�e1'V 1C1 �CRfa
205 E..f Meed-Ae.d-6,.uA
2225 Rnarre. Or
9aO0%iwyAMe Sul.100
..
E9 . NC 272E6
AWu 14. NC .2NI04
Ilunwrr�f.. NL 26070
13xgn4m
j"126a-7176
704p1}6002
ANALYTICAL RESULTS
Praj. j Sl1RRY CLOSED LF
Pace Proles No 92111"1
samnpl.: MWA30
Labill; 92111951WI C.Nochd: 02r101120615
Recslvad: 02J1&121424 Maker 1Mflar
Rape11
P.r.me+er.
Re.u11a tko. Urr1X Moo. OF
Prepafed
M.tyyed CAS No 0-,
629E MSV Low Leval Landfall
AnalyOcM Mefd: EPA 9260
Irani-1,3-Oici�lwvpfopene
NO uyL
1.0
0.26
1 07J11T221:10 $0061.02.6
ElhyUant.rt.
NO uyL
1.11
E.30
I 02111T221:10 10041.4
2•yf..anena
NO uyL
.0
0.46
1 02A 3!}221 }0 591.76.E
Ivd.medl.ne
NO OWL
100
(137
/ 02f1 y 1221. TO 74-6Wa
M.Iho ne Chlmrde
NO uyL
1 0
0.97
1 13211311221'$0 75-09-2
4-M.ey1-2-penlanme lM19N)
NO OWL
100
0.33
1 02r1y1221'f0 106.10.1
Slyrme
NO uyL
1 0
0.26
1 021fy1221'10 1D0i2.5
1,1,1, 2-Terad,loroash w.
NO uyL
0.0
0.33
1 02J1311221:10 630.204
1.1ZR-1.tr.thluroee,.ne
NO uyL
}.g
0A0
1 00I511221:10 79-34-5
ie9acnlorwlnrrl.
NO u97.
1.0
0.46
1 O VIV1221:10 127.16-4
Toluene
NO OWL
1.0
024
1 02J131122$:13 106-06-3
11 1-TnchlwoNhene
NO uVL
1 1,0.40
1 02111122110 71.5"
1 2•Tncnloraamane
NO uyL
1.0
0211
1 02J111221:10 79.045
Trfchlorwdim.
NO uyL
1.0
OA7
1 02J111221:10 79-01-6
i1lnTlq PAucfnmomana
NO nyt
1 0
020
1 4121Iy122110 75-094
+Z.3-hip,lappuPene
NO uyL
1.0
0.41
1 02113i1221:16 961f1-4
Vrlyl ammo
NO uyL
50.0
0.35
1 O2J13r 1221:10 169-W4
VnV cNoIde
NO uyL
1.0
0.62
1 OW3012 21:10 75-014
Xylene (Tore11
NO uyL
so
0.86
1 0013f 12 21.10 1330-20-7
sufroQuea
4-Broir-f vbenJenn lsl
94 %
M130
1 0211y12 21:10 460.00.4
dbranp9udomaln.ne l5l
109 %
To- 130
1 OVI W1221.00 1666.53.7
f2 Dlchlolo.tlwha-64(S}
107 %
7OA30
1 62+1311221:10 17060-07.0
To4uene-d6(S)
g3%
70-130
1 02J13f$22110 207-2&S
20768 AIMoMnRy A-lyllcd M.9g4j 5M 23nEl
Alkii p, Total n Carr 03 11200 41WL 5000 5000 1 ON17112 1200
52100 900, 6 day Malytkal Mein -a: SM $2100
BOO, S day 4440 uOIL 7000 2000 1 0211112 17:30 OIJ1N12 1110
300.01C Anions 26 p.ya A-WIM.1 M.1h d: EPA 300 0
Sull.k 7220J uyL 250000 5000 1 0211V121SA4 14606-793
4WD Chlnfkle M41y0car Maomod: 6M 4500-CI E
Chlprlde NO uyL S000 5000 1 02RN1209.43 16697-066
131 OS TOC MarylNal Method: SM 53T05
Told 01g"ic Coo 6va 3790 uyL 1000 1000 1 DZW1219-45 744044-0
Dole 021261201209.58AM RE PORT OF LA 80 RATORY A NA LYSI S
Thy I.p.n en4f nor b r.proe d e."pl in 1.
mp4 a ecru een.ml of Pau AmiI b al S. Ina
B4
Pogo 19 of 39
Poo: Arulyaeal 9ervlpe., Im. Pan Arueyap.l Mrlrem. I;. Poo A.Myaeal survives. In0-
aGeA;v)yt;ca1 r JOS Ea4[ Needle Rp.e - Sr eA Z225 R-ft p Mw hM[ey Ae4 Su1.100
Eden. Nc 27200 Awn9a. NC 29604 H-IwOaa.. INC 2907a
M%*231421 r42aIMA-717e i74Mlar5-w=
ANALYTICAL RESULTS
PlolocL SURRY CLOSED LF
Poor ProJael Ne. 921/1951
Sample; MW-12
Labill; 9211MIMS
Coaacted: 0210611213:35
Reenved. 0211011214-24 Matra.Nklrr
Report
paraale9fm.
Results Unit
01-rd
MDL
OF
Prep-d Malyt.d CA$ N. Oue1
40101Lp Gmmdwat.r
An"lco1Me91ad' EPAGO10 Praperobw Method: EPA
3010
Anomony
NO uyL
9.0
S.0
1
0201 dot2 M-45 02JI&W 01.22 7440-36-0
Ara.nlc
NO u94
10.0
SA
I
Oy1991211:44 WON T2 n1?2 1440L3a-2
Bynum
94,11 uqL
100
60
I
02J46f1211.45 ONI'120122 7440.39.3
Beryll..m
HD uOIL
10
7.0
1
0211N121145 02Jl&T20122 744041.7
Cadmium
NO VA
10
10
1
021T61121145 021I&T20122 7440431
Chfonwm
NO u94
10.0
50
1
OVNV1211'as 0211E1T20122 7440J7-3
Colic
15.4 uyL
10.0
54
1
QW&1211:45 0211&12 (1122 7440,154
Copper
NO ug.
100
5.0
1
021W121145 0211&$20122 7440-504
Lead
NO ugrL
19.0
5.0
1
02116112 11:45 0211E11201:22 7439-92.1
N,nkal
NO uyL
50.0
5.4
1
02r16r121145 02n all 201:22 7440-02-0
Soenium
NO uyL
10.0
$0.0
1
6N MU 11:45 0211111201:22 ?78249.2
Suter
NO UgVL
100
5➢
1
02116f121145 O2r1Y12 a122 7440-224
Thallglm
NO uyL
5.5
5.4
1
OVIW1211.41 02J1911201:22 7440-2l-0
Van.dum
N0 uyL
25.0
5.0
1
=I W1211:45 52J161120122 7440432-2
Lnc
202 ug.L
f00
10.0
1
=1191211 a6 02J161120122 7446-8"
3240 MSV Lew Level Landfill
Anilyucal Method' EPA S25O
Autonc
NO uyL
100
22
1
02r1311221:35 6734.1
Avywi w
NO OWL
200
1S
1
02J1 y122135 107.13.1
Sarin-
0.67.1 uyL
10
025
1
02J13f 122135. 11-4"
ErPm. rhlvrnmethan.
Np OWL
79
0.17
1
cad 11221:35 74.97.5
fkompmcnloromad�ana
NO uyL
f.0
0.1E
1
0201311221:34 75�274
&umolarm
NO uyL
3.4
020
I
02NWil221:M 7S-25.2
&omom.hime
NO uyL
10.0
0.29
1
020311221:35 74-S3.9
2$ulenenr (MEKj
NO uyL
100
0.06
1
02013/12 2123 75-93-3
Carhop :130lide
NO uyL
100
12
1
02l1112 21'35 75.15.0
Carbon letracWwWa
NO uyL
1 0
02S
1
0201112 21:35 56.23-5
Chg04'xene
3A uyL
30
0.23
1
O211 y1221,35 106-90-7
ChloroQlhmv
O,96J uyL
10.0
0.54
4
0211y1221:35 75-00-3
ChkrOkrm
NO uyL
5.0
0.14
1
MT 211221:35 67466.3
Chgruwow o
NO uVL
1.0
0.11
1
02713J12 21:35 7a-67.3
1,2-Ob-M.3-d11... Propane
NO uyL
13.0
2..5
1
02J+3M221:35 9512-0
Oibr-fit rometh.ne
NO u9'L
30
021
1
02J1IV1221'35 12445.1
12-O4xam6amane 1EDOl
NO uyL
1.0
0.27
1
O2J1311221.35 106-9}J
0it,romemethane
NO OWL
10.0
0.21
1
02r1112 21'35 74.95.3
12-Qichloropm2u"
0-M OWL
5.0
0.30
1
02J1 y1221'35 WWI
1.4 Orchlvmo6enxn,c
6,7 uyL
$.0
0-33
I
0211 Sri 21'3S 106J5-7
1, 4.4a.1 4-Diodwa-2 We"
NO uyL
100
1 0
1
02J1 y122135 110.57-6
1,1-O+chlm .Llui no
10 uyL
5.0
0.32
1
Owl %f1221-35 75-3a-3
12 OIclu.00thanv
NO uyL
10
012
1
02JI311221'15 107-06.2
1.1-plcNw eelherte
NO uyL
3.0
9-66
I
02J1y1221:15 M35.4
pr.1.2.Olchkrwlhan.
36.4 uyL
5.0
0.19
1
OVIW1221:35 I5&54.2
Rare-1,2-D.Mw.emene
NO uyL
50
0.49
1
Mild 1221.35 r5640.6
2d -cNopopropane
0A1J uyL
1.11
0.27
1
0&13122131 76-E7-s
i 3-NcNm.pmp.ne
NO uyL
t 0
026
I
02f1112 21'31S 142.21.9
ciN L3.Did,graproyene
NO uyL
1 0
0 13
1
0211112 21-35 IONI-01.5
Date. OZ2612012 OIJ-56 AM
REPORT OF LABORATORY
A NA LYS ES Pape 20 of 3E
ine4.pMVuAnpla1ep,PaWn e.ceptn14
W PIOYt 9y eTl6en eM.enl of Pape JYy1fYPl %.rNt.4 rnt

•
Pao. An.l yn cal Earylay, MF
P4ee AnYy6Wl64rs1o.4,lnC. Pee/ AlWY1100l aanyleHi Ine.
•
9... Analy9eal s-Im, IPe.
Pau A-1 ye.9 a.rW... I.... I m.. Analyeeal ssmPms, I—
aceAnafyticaf
Eau v.aecx Rm4 - Su1r A
it RIY. Mae D 9aC0 klnt.y Iaa Sae 100
yy ��
a�g 11711�f
��i%'"'
d75 EA.1
M.a Fw0 - SW R
T225 Aiwr.W p 9,nO xm y A.a 5i 1Cp
Ep.n, NC272H
AN...Y. hC 26604 Ilunrewhe, hC 2807E
µ
Ean. nc 27;ae
Aaha x NC 7Hew Hunrmil. NV, raise
01 0912"G1
I6Nf151.7176 i7p47673-9092
PX'S734971
i52ei254.717e i)w!Eis 91>ai
ANALYTICAL RESULTS
ANALYTICAL
RESl1LTS
FhnJrpl. SORRY CLt7SEO LF
ProJevl: BURRY CLOSED LF
POO Pro" NO.: 92.111951
Pace PMJ.4 No.: 92711951
9arrl0e: "Al-13
L6b l0: 621119e1006 Colleded. 02A9112 1335
Racewed: 07110172 1424 Matrix Vvaler
Saerlpla: M%V-10
Lab ID- $2111961009 Celleclod 02/10/12 09:00
Reealved. 0V On 2 74.24 Metric Y%Ww
Repoli
Repo!
Parame[en
Results UNts. Llndl
MDL
OF
Papered Anafyaed CAS No dual
Paramelere
Result. 7h16, LWIVI
MDL
OF
Prepered Ar.oPwal CAS No OWI
62P MSV Lew LaI Landli0
Analyilcml McMod; EPA 6260
00101CP araundwoOr
Anmhaoml Mm11.v4- EPA 6010 Prepala9on
Mnlhod: EPA 30$0
trnle-1,1•DFd1[vlvpropana
NO uyL 1.0
026
1
0211-V 12 21:35 10061-02.6
Antimony
NO OWL
6-0
6.0
1
OVIWT211:45 020SIM20127 7440.36-0
Edwihan[ena
NO uyL 1.0
030
1
W311221.35 19041.4
Alcamo
NO uyL
100
6.0
T
KR611211:45 0771all 201;V 7440.3E-2
2•tieaanone
NO uyL 60.0
0.46
1
02MWI22115 591.7&6
9aiwm
1421 Wt.
10n
50
1
We"2 IT A5 62115A2 Ol27 7440.39.3
Iodomethmle
NO uyL 10.0
012
I
02112112 213E 74.86b4
Oeryl9um
NO uyL
1 0
1.0
1
0,176172 71;46 0271611111t 27 7440.41.1
Ma%y7eea ChIIPIde
No uyL 1.0
0.97
1
02MI 221-15 76-69.2
Cadnqum
NO uyL
1-D
1.0
1
0V1611211:45 021f y1201;27 744043.9
■-Menlyl 2-penunnne IM;SK)
NO uyL 100
0-33
1
D271 Y 1221:35 106. 10.1
Chramlum
NO VL
10.0
5.a
1
02r1&}21146 ONE 102 01 :27 7440-47-3
sty,'".
NO uyL 1.0
026
1
D2, v127'1 35 1004 -5
Cabert
NO uyL
10.0
5.0
1
0271e11211-45 0271Ar1201;27 7440.4E-4
1. I. 1.2-T".0hi."C.ne
ND uyL 5.0
0.33
1
0211711221:35 63D-20-6
Cepp.r
NO uWL
100
50
1
=1811211:45 OVIV120127 714115O-0
1. 1,2,2•TeNlcNaFce1lmne
NO OWL 3.0
040
1
0211 V1221-35 79.3"
Lead
ND vyL
10.1)
50
1
021161727$.45 321TE7720127 14301-92.1
TolleehIm"Ph-R.
NO uyL 1 0
n,46
1
07l1311221:31P 127.16.4
Wckel
NO uyL
50.0
50
1
WI&$211.45 OVW201.27 7440-02-0
Toluene
ND uyL 1-0
026
1
0211 V127195 1011-W3
selenium
NO vg/L
ID-D
11)0
1
owl &1211;46 w$&120127 776240-2
1 ,7,1-TTIChhN0elh4ne
ND ud'L 1-0
OA8
7
021l 301221:35 71.55�e
Silver
NO uyL
10.0
5.0
7
021t&t21145 0&T61720127 7440.224
1,1,2-TrIchloroethane
NO 4WL 1.11
us
}
QVIVI221:35 79.045
Thmlllum
ND uyL
5.5
5.4
7
02 tW21i;45 OV$&120127 7440.26.0
Trw1ooraemene
2.0 uyL 1.D
0-47
}
DZIV122U5 79.01.E
Vanedlum
ND uyL
25,0
6.0
1
07/16/12 71:45 ON161120127 744M-2
7rlprWevevorvmelnane
NO"A 10
0.20
1
W131122135 i5-69.4
2no
ND uyL
10.0
100
1
0211&1211:45 0217611201.27 71404"
12,3•Trlculproprapan a
ND OWL 1-0
CA$
1
0211311221:35 9&56.4
W0y1 ACalete
ND uyL 50-0
0.35
1
OZIW1221; 35 105-OS•4
a766 M5v Low Le 1 LandRll
Analyllcal Me hod EPA 6260
Vinyl ctoonde
12 uyL 1-0
0.62
1
02ry3112, 1t2S 7r101-4
Aw-rim,
ND uyL
100
22
1
02I 11222A1 6744.1
Xylene ITalell
NO OWL 5-0
0.66
T
DVI31122115 1330.20.7
AcrylnNtrll9
NO uyL
200
7 9
1
0214v72 22:07 197.13.1
sumgwms
Benzene
NO uyL
10
0.25
1
0211311222'01 71.43.2
4-Drampeuer9peniene[s)
96 % 70-130
1
9011 V1221:35 460-001
&ompchlmometha�e
NO uyL
3.0
017
1
021131122201 749T•5
OrtH onolluvrvmelhan. I GI
103 % 70.130
1
0&IW1221:15 1665.51-7
&ompelp+lnramemann
NO OWL
1.0
a 16
1
D211 V 1222'01 7&27-4
12•Dlchluroelnene•d4(Si
1051E M-130
1
M&122$= 17060-07-0
BrOmororm
NO OWL
1.0
9.2E
1
OZA W1222:01 M25.2
Toluene-d6ISl
94 % 70-130
1
02110P122135 2037,24-6
II16" Ihmine
NO uyL
100
D.29
I
Url3/1222;01 7443-0
23208 A*.Ikft
An.IK-! Malhod SM 2321311
2-6Mlanvrre NEKI
No OWL
1 O0
0.96
I
02113/12 2201 7&91.3
Carbon dlaulilde
NO OWL
100
12.
1
ONT W1222:01 75,15D
AlaaW4. Total tie Cat.01
67400 OWL 50DO
moo
1
021I7112 12:00
Carbar. tebeduor+da
NO uyL
1.0
D25
1
02/73112 22:01 W44
6210E 500, 6 day
Awo-ni Method 9M 5210E
Chlorobencene
NO uyL
1.0
D.23
1
021131$2 22 0t 106.90-7
Chloro emena
NO OWL
$0.0
0.54
1
0Z I3VQ 22-01 75A0-3
SOD, 5 day
NO uOL 2000
2000
1
02AV12 11;00 9P11911215:47 94,85
C7dorororm
ND uyL
5.0
0.14
1
DWW12 22:D1 67-66.3
Chlpromejhene
NO uyL
1.0
0.11
1
001301222.01 74-87.3
090.0 IC Anlvn . 26 Days
AAely9cer McOwd EPA 300 O
1 ',Dibromo-3-chlwapropane
NO OWL
13.0
2.5
1
*1W12 2231 06-12-6
Sullate
NO O01L 250000
$000
1
0792WI7 16;57 11600-79.6
OlMomou+lOromemmrla
NO uyL
3.0
021
1
W13112 22:01 12440.7
12-0.1;rvmoe0lene JEOSI
ND uyL
"1
1127
1
02/13112 22-DI 106.93�
4600 Ch1onde
AnmlywAP MaOwd SM 4500-CI-E
Dlbro ,e,Ihane
HD OWL
f 0-0
021
1
D2173+12 22.01 74-95-3
Chlunpe
34400 ugri, 50n0
51100
1
0212D1120944 i9AU-0n-0
1,2•PMhlorehen7ene
NO OWL
5.0
0.30
7
0&T311222.91 95-50.1
7A-Dwnlorobenxene
ND uWL
fA
933
5
nilw T222.01 106.1e-7
63108 TOC
Annhlreal Memvd: $M 53102
trane•1.4-Dlchloru•2-0ulene
ND uyL
IOD
1.0
1
WIWI2 22-01 110.57.E
Toh1010anrc Carbon
f0709 uq+L l000
1000
1
OnVI220:07 7140-44-0
1,1.Oltnloroelhene
NO OWL
5.0
0-32
1
=1WI222;01 75,34.3
I,7-D1pltorvelhAne
NO uyL
10
0.12
1
02131122201 107.11.2
1,1.OIChr0ro."l
ND uA
5.O
0,96
1
0211311222O1 75-35.4
dm•12-ochlotulhane
NO uyL
5.0
0.19
1
OVI3112 22-01 T56.5W2
trans-1,2-plcNoroediene
NO MWL
5.0
n42
1
p7 Y122201 M40.5
1,2-Dtc1Iw prapmne
NO uyL
1.0
027
1
0211&122201 7627-5
1 ,3•plChlav9rnpens
ND 41WL
I.0
9.2E
1
9211311272:01 142.2b9
Ne-s,]-[Nd9wo9rnpene
NO OWL
1.D
0-13
1
02113112 22,,D1 tO061. "
Dew O212e1201200:59 Ala
REPORT OF LABORATORY
ANALYSIS Nam 21 IN19
O.W. DWRWO 12 00 66 AM
REPORT OF LABORATO RY A
NA LY 5 I S pw 22 of 30
Trq r.pert WYrgrMnpmdy
a9.-C.0
n U1.
IN. rap>r+ Wµ Nt h. r. de .O..q..
M.
efeie+4 Na win [deanl el
Aad /wlyxdr 6ervira. in[
Wl.9N E.m xdlbn uv..ant of Oau
Anaiyew
SUWd. Ina

1�,,y he. AmlytlW aarvlca., lne Paw A-iypaal6arvk.a, Ilm. Paw An.lyewl6.rvlws, Inc.
. acekiatytid MEawm-'-Reap•" A 7225Rr ooR "WNvcar Ma Sud10p
J7 f&k NC 272DO eMav,IN. HC 2MA �wnla. NC 20076
r33e M-O971 1a2oOM-7t7e r704A7S9002
ANALYTICAL RESULTS
Fkr*ct. SVRRY CLOSED LF
Pace PF01ea1 No.. 92111951
Sample! WoLla
Lab ID: 921112SIP09
CWlected: D210112Dl:00
Recalvad021t011214:24 Molrb:%%let
Rtpod
P.Ibmer.rl
R.WA. I)"fa
Um6
Mot-
PF
Prepared An4ysed CAS No. Qual
82" MSV Low Leal Lot,&IN
Ansyew, M ftd. EPA8260
nena-1 3-D lilwaprovane
NO VWL
1.0
078
1
OVI W122201 1006t-02-6
Eelylbenrens
NO UWL
1.0
D30
1
021V1222-01 1OD41.4
2 Nn none
NO uA
500
0.46
1
0Z111222.0I 591-7a-6
l edombthane
NO "A
10.0
0.32
1
02113r1222:01, 74.06.4
M.1hy - CN.106
ND uWL
1.0
0.97
1
021 12 22-01 75.09.2
4-M41hyl-2Aa0to hona(MIBK)
NO uofL
100
0-33
7
OVIN1222,01 lee-10.1
Styrene
NO "W%
10
025
1
WW$22Z.01 $01)42.5
1,1,1,2 TAtracNdealh4n.
ND uWL
S-0
0.33
1
021, 31122221 630.2M
1,7,2,2•T"mdJ orvolhs a
NO uy
3.0
0.10
1
MOM 22:01 78-34-5
ivbarhbW"th ne
NO ugrL
1.0
0.40
1
0212r7222:01 727-164
Tolumw
ND uWL
1.0
025
1
Oar1311t 22,01 7D8-W3
illchlor940k y
NO LWL
1 0
0.4E
1
021111222:01 71-554
1,52-incthla6ama.2
NO UWL
1 a
029
1
OVIul222At MDO-5
Trkh*"thena
NO u9k
1,0
0.41
1
021211222:01 70-014
Trkh1oWluwomalhsna
ND uWL
I.0
0.20
1
02131,22207 75.61;4
12,3 idcnloropropaes
ND uA
10
0.41
1
021 H1222;01 96.184
'try, O9 Nle
NO uprL
50.0
0.15
1
0211 u 1222:01 106A6.4
'try, chlorhly
NO UA
10
0-62
1
021 ir1222.d1 75.01.4
%ylo"cw.a
ND uyL
5.0
0-66
1
0211 2 22.0 11330.204
su-99ns
4-13-1 mobenbene,sl
9Sx
70-130
1
OW 3012 22 01 460-00-4
Dr71omo4u,apm.Ol.ne{31
107 h
r0.130
1
n 13112 22 101 IWI.53.7
12-OkNw oelh6r A4181
IDS %
70-130
1
021137722201 170N47-0
Tvlu.neaa(S)
93 %
70-150
1
02717222:01 2937.26-5
,132011 AlM.Hnity An afyllcel Meriod: SM 23200
AJWRiy-Tolal as CaCO3 IOW vyL 5000 5000 1 02170212,00
a 2108 BOB, 6 day Anayltra, IA.,hod SIN 621 OB
e00.5 day 6a30 uyi 2000 2000 t MAW121790 OVVY121720 B4
3DO-0 IC A.- 28 Dayr Ane,ytlul M.1hud: EPA 300 in
5Wtb1. NO uyi 25mo 5000 1 0222112 I&I-I 1460679.E
4aW Chlund. AnA Icc Malhod. SM 45060,E
CrOr"Ide NO uWL SWO 5000 1 02=1209.45 16la743045
IWOB TOC A-e A-1 Meslvd: SM 53108
Toibl Drgbrgc carbon 135D ugrL 1000 I WO 1 DMW12 20 2a WO-44-0
Parr AnalyOnl aceAnalytrcaf • 6mw, Inc Paw nI.. pl.- A.Wyaal .mw.,
ep•a5 Rny4E Itn�75 Ca✓ y.Mw R<.
EMn NC 27:6e AA Wft. NC 26BW Hwearw.a NC 7aa7a
[ VW.13-0 1 [C.` pu-21 is r7N0159C92
QUALITY CONTROL DATA
PtojW: SLIRRY CLOSED LF
Pece P-jee1 No.: 92111951
OC B.Ich' MPRPI98t3
AnaArys Method:
EPA6070
OC Belch Melhod EPA 301 D
Ann" Desc*uon:
Wl0 MET NC Groundwater
Asavpeled Lad Sampler:
92111951001. S2111951092.92111957003, 92111951004, 92111951005, 9211195108, 22111951007.
9211195100a. g2t17951 ON
fiIETNGO BLANK 722591
VI-ve''Able,
Assadated Lao Ss noes:
92111951001, 92111951002, 92 71195 1001. 92714951004, 02 t I I g51005, 92T 1$051006. 02 T 7 T 951007.
92111 a 1008, 92111951009
5IN1k Repnrtlnp
Puameter
unae
R-11 Orm
Anayr.d QuseSera
An6m00Y
4L
NO
6.0 O21a11200-32
Afe.mt
uWL
NC
10.0 021811200:32
Baaum
LVL
NO
000 0211a11200-32
BeryAwm
uWL
NO
10 021791200:37
Cadmium
uglL
ND
1 a 07J1 all 00:32
Chramum
UWL
ND
10.0 02/16112 00:32
CabsB
uWL
No
10A 02P lv$200:32
Copps*
uWL
NO
10.0 0217N12 W 32
Lead
-WL
ND
10-0 02r16t1200:32
Nek.l
uprL
NO
SO-0 0216r1700:32
5.4-Wm
uA
NO
10.0 027 ul200:32
save.
"A
NO
10.0 027ar1200:32
Th4nwm
uprL
NO
55 02J1 a112 W:32
VanslYum
41WL
ND
25.9 0278172 W32
7i-
uWL
NO
10.0 0278r12 90:32
LABORATORY CONTROL SAMPLE: 722592
I"NOMOW
LMar
Sloe
Com
LCS
Result
LCS
x Rau
% Rec
Llmlla Oua66ets
AnOmony
uWL
sm
490
18
a0-}20
At OFF
UWL
5W
49-6
99
60-1120
84n11d1
OL
500
06
0
00.720
8"tw
UDI
Sop
513
101
a6-720
Cadmium
uprL
500
506
102
190.120
Chwmwm
uOrL
500
507
l01
BO-IN
Cobra
upri
S00
4A9
Igo
90.120
Copps.
up4
Soo
4A5
97
60-720
Lead
uyL
5011
SDO
100
6a 120
Nlek0
uyL
$00
504
101
W120
SaImum
UWL
5W
ie7
97
W,20
Saear
uWL
25O
257
100
M120
711411um
uprL
500
s73
95
60420
Vanadium
LVL
500
493
99
80.120
2r'c
u¢L
600
5D4
101
60.12E
Dow 02262012 09 56 AM REPORT OF LABORATORY ANALYSIS Papa 23 of 39 0.1. 02/282012 09 56 AM REPORT OF LABORATORY ANALYSIS Pegs 24 0 39
Tire open N.1 .mi pr noeewd .r ppl n fix rN. nwo N.r npl w npnWur.d -a n IW
MTeuI Jr. v l*. 010W yl Paw Atillyyi S.rviu. Im *Wr l ►. en ppnaan, 0 Few 0-.A al S#N-. Nrc

�+a ��E'� 1/.� Pan Rnpyae.r arrlen, Ine P.-Amyeol llanln., Ine. P.- 0.9yM..! d.rrla.e, hae, paw FnN7en1 Sarvin.. ine. Pan An.ryecN lMrrla.., N1c P.- Anaiyee.l ii hu . Inc
CG �rrH r401 • 143 Ea.l M.a¢a.r R-4 5u�. R 22Y3 Hiv4r pr 94W i,'r l M. 1u . 1� aceRnalyticaJr M Eaai M.reee Aw g,.ir R 2225 Rn.r..1. 0• tra9a n..ar Me 5+.. r(a]
E",,. NC 272ee Pah k, NC 2MIN •wnarwnr. NC 23076 � •a„ Etlrn. br 7+299 Aoewr . NC MOO- 1wMrrwne. NC x m
r3]5�671 a02+ 4M12W17m 17O4A754002 1130FZ4971 l62012U-7r16 IlU4ie75p
OUALITY CONTROL DATA
Pr01e01 SLURRY CLOSED LF
Pace Prvpd No. 92111051
MATR rK $PACE 6 MATRIX SPINE OL)PLICA7P
722593
722394
PAS
MSO
92s11951001
Spke
Splke
MS
MS13
MS
MSO
1A Rw
M41
P.1.m41e+
UrNb.
Amtt
Can%
Cw
R..ull
RMA
% Rec
Ya R44
L1h7IN
RPO A" 0001
Anrimnny
ryL
NO
500
500
495
492
99
9E
7S-125
1 25
An "
uyL
ND
500
$00
506
502
101
100
7S-125
1 25
Berr4rn
IIyL
lie
500
500
no
594
97
96
75-125
1 25
Bhyewm
uyL
NO
500
500
515
512
103
102
75-126
1 25
Ceprnwnr
nyL
NO
1100
500
505
502
102
100
75-125
1 25
Chrvmlury
uyL
72J
500
Soo
517
509
102
1Do
75.125
2 25
Cpbah
uyL
116J
500
Soo
510
503
100
!?a
75.125
1 25
Cn".4
uyL
6.5.1
Soo
500
SO
A97
99
96
75.125
1 25
Leed
uyL
NO
Boo
BOO
501
494
99
9e
75125
1 2$
Nickel
byL
5.31
6O0
500
507
500
100
B9
75. 26
1 25
5eknklm
uyL
NO
500
590
505
495
101
99
75.125
2 25
Sher
uyL
NO
250
250
253
250
lot
100
75, 12S
1 25
Tbmw
uyL
7.7
Soo
500
472
472
93
94
75.125
1 25
Y.nemum
uyL
9.2.1
Soo
50D
506
502
100
99
75-125
1 25
zinc
uyL
30.7
60o
Soo
536
526
100
96
15-125
2 25
Dole: 0Zr282012 09.56 AM REPORT OF LABORATORY ANALYSIS
iM •rpRR .nal nil [� erprotl�ce0 .•ur.+n M
werovl ln. reran v�na.ni pr Pac. Rrq•rir,P S.r1+p. irc
Pape 25 of 39
QUALITY CONTROL DATA
Propel- SIIR RY CLOSED LF
P.ce PrpJplj Al.. 9211}951
OC B4lc♦' MSVH9174
Anllyela Melh04
EPA 0260
OC Basch Melhnd EPA 626o
IJ1 "Im. OewipAon
5260 MSV Low Leval LmuMP
4monzed Lab S•mpie. 9211195$001,
92111951002, 92 1119*1003. 92111951004. 9211196?005. 9211195f00e-92111661007.
92111967006.
921119S 7009
METNOQ BLANK 771249
M.Lq, vww
PAPOCAeled Lab Samples. 9211195
}001, 92111951002, 921 } f95 f 005, BQ 111951064, 92111951005, 92111961006. 92111961007,
9211195
7006, 9211 f 961 u09
OWL ReppRlna
Puemelel
L41" RaeW1 Level
An"ed Ou6Men
1, 1, 1.2•Teuechiwm elh ene
uyL
ND
6.0 u2713n21115e
1, 1, 1-Tdphlel..lh a
uyL
NO
1.0 OW1111213:56
1,1,2.2-7elracnhreee,ane
OWL
No
30 ON1Y1213.56
1,1.2-Tnphbipetlh.ne
uyL
ND
1.0 0y1211211:5e
t,}-QkYllprOem.ne
uyL
NO
50 ON13112 IaSs
1;i-pknlpr0elhene
uyL
NQ
50 ON1Y1213.56
12;3.Tyehl... prep ane
uyL
ND
1.0 0A11,2 1S'5e
1,2-O4xoma3-thlvrpprtrpeale
uyL
NO
130 02J1Y1213 56
1,2.Ohiamaemen4{EDB1
uyL
NO
1A MUW1213:59
1,2-0k:h pbenrene
uyL
ND
5.0 0N131i217:56
1,2•Qr[111wveth.ne
uyL
NO
1.0 0y1311213:0
1,2-Okhhxpprop.ne
uyL
NO
1.0 02n311213:S3
1,3•Lilol+lornprop.ne
uyL
ND
I.0 021131127356
1 ,4.p1p1Wrobenxene
rryl
NO
Im o211 Y12135e
2•Bul.nOn JMEK1
uyL
ND
1o0 o7J717213.5E
2+Ieaanvne
uyoL
NO
50.0 0211 V1213. 5e
4-m6th 2-pemdml 1mim
pyL
NO
+00 DzI3el2135e
Acetone
uyL
NP
100 O2r1 Y1213:54
Acryl-wo
uyL
NO
200 02711f21356
Berrcene
uyL
NO
1.0 02J13ffi 13.56
BrumochlorvmeN4n.
uyL
NO
30 02111121356
8rnzhcnlnrem th-e
uyL
ND
1.0 ONE 311213: 54
Brvmvlurm
uyL
ND
3.4 CDIIO1213:58
9wmvmelhene
uyL
NO
10.0 0N1371213-56
Cnrhon rlwleda
Z
NO
100 OV Y12 13:56
Cer6vn retrerlilo.rd.
aWL
NO
1 p 0&IYi2 13:56
Cl+Ipr06en74n4
uyL
NO
3.11 11211 Y121156
Chlvrvelh.ne
uyL
No
1.1 621C112 $'Ba
Chlurorvrm
uyL
NO
50 O2rt1f213:56
Cillvlpmath.n.
uyL
ND
1-0 0211Yf2 03-56
N.•1,2•DId11pe4m4ne
u1yL
NO
Sig WVIw213S6
c1a-11QN1rorvprvpene
uyL
NO
}11 M1301211Se
D,b m hlorvmelh.ne
uyL
NO
30 02n13r1213'58
OkrarlMa Mmne
upL
NO
10A 0711all 213:59
Emyglen=ene
ugrL
NO
1.0 0271112 13:56
IpdoM th4he
uyL
NO
10.0 ON1 Y12 S356
Ma91y1ene C hiMnde
uyL
NE)
1.0 OW 37121354
Sryr.ne
uyL
NO
1-0 0711IQ i35l
Talromlomemene
uyL
ND
14 021134,213-56
Toluene
IWL
ND
10 027111213.56
tFl"-1.2.01chlmeelene
uyL
NO
50 0271 Yf21356
Del. 0N211201269.toAM
RE PORT OF LA BOR ATO
RY A NA LYS I S
TN. iapo m" wl W r.qup a0.4 pt n f .
tiATeu M anl`n can..ni ef Pw A-Iyb.W Sx ne
Pep. 29 p139

P—A—".N ltrrlw+, Ip- Pem ADWVVCW alraeee, Ina. Peet AM1Yynell atrrle C Inc
CeAnalytiCal • 205 Eea M.w Rwd • eufl A 224 Rr Vd. Seen N",T . aura ,nc
.... r• rM Ed-. NC 7r4am A. 14 NC 7mmOl Mrntire.'Nt NC 26076
(3M)M�3- 9e, [mxml2e4-T,7E 17w,176-mz
QUALITY CONTROL ❑ATA
P1aJeni: SORRY CLOSED LF
Pap Project No.. $2111951
METHOD BLANK: 721246
Mapes VAw
Aundu.d Lb SampMa.
92111055901, 02171951002, 94171051003, 02117057004, 92717961U0}, 92711957006, 92111951p07,
92111951005. 92111951009
Stmnk
Reporlk,O
Parameter
u"II
R.-R
LIIIlt An*Ud DuallleA
en. I.D a� 1a ep opene
nyL
ND
7.0 02713112 13 S6
en•-I!dchlwa-26u1en4
uyL
NO
100 0L13A213.51
nc111oroemene
uyL
NO
1.0 022t3r12 C3.56
ri-W..11—Phone
uyL
ND
10 D2f737721358
'Anyi .-W,
uyL
ND
SD-0 O2z11'12 1] SE
Vinyl chloolde
uyL
NO
1.9 02113r12 13 so
Xy1en! ITWI
uyL
NO
5.0 0211311211'56
1,2-DlchlwpMene-di (5]
%
105
70-130 02131121356
4•Bror11oA1rorooenxene (S}
%
99
70.130 02013021398
D,6romollucromem.ne 15]
%
107
70Ft30 Q2f1311213'59
Tduene•do ts1
%
93
10.539 02113112 I3:50
LABORATORY CONTROL SAM PIE-
721247
Seta
LCS
LCS
% Roc
P.—I.,
11nu
Cm.
R4.110
%Rec
Lulrl! OyellAere
1,1,5,2-TeredIproeO,ane
uyL
50
50.S
101
10-130
I,s-TAddmpea sene
nWL
so
56.1
r12
7CF730
7-,,2.2-TetrapFApreefier.e
OWL
50
46.2
97
70.130
1,12-Trlphloroelhmna
uyL
50
47.4
05
70-130
1,1-Ci�dypfwCwne
uprL
50
43.D
C6
m,30
1,14kolmolhene
uyL
5o
45-4
01
70.132
143-TficNo, upe.lPene
uVL
50
14.3
69
70.130
1,2•Dbrcln0-3-p,10-ropane
uyL
50
49.5
99
io•73o
1,2-Dibr omo.th.ne(ED.)
uyL
50
493
99
10-130
12-OI0iW,t10nxene
uyL
50
47.6
95
70-130
1,2-Decill... rhane
uyL
50
56.3
113
M130
1,2•Dichlowpmpan!
uyL
50
49.0
97
M130
1,3•Dichlwcprupane
uyL
So
53.9
lot
70-in
s,4- I hklrcb-xqn.
uyL
50
49.0
93
70.130
-Sulanona (µEX}
uyL
100
115.51
66
70.145
-Nek.none
uyL
100
102
102
74144
-Methy,-2 pvntlnorlt (MIBK)
uyL
too
96-71
010.110
neetone
uyL
too
SSW
69
W175
AoyWn+trll
uyL
260
236
96
7040
Banz.ne
UWL
50
462
92
70.130
Rrvmooh,vrvmamane
uyL
0
50.6
101
704W
BromoAm1weme9,4ne
uyL
50
57.5
101
70.110
&omofi•m
uyL
50
55.7
711
70,130
&omome0tne
uyL
60
49.5
99
64-130
Cl161ndI-11d.
uyL
50
470J
94
7F731
CaMm leatchlw-cl
uyL
50
50.6
tot
70.132
CMvc t—T.ne
uyL
50
45.6
93
70-In
Chlwoathw.
uyL
50
432
me
54-IU
Chlor"rm
VL
50
64.6
109
70-130
Peee AIellydc 6fk y1r,.e. r. Int. P.O A"110 JI a..Hca., h% P.p.AA ht"l 54rulpe, ku
ce�4i7alytrcal• 7,75 Eta M..doe Rwe SuA 2:23 Rir.re,a. p rmva KearAr4 Doti 10o
Um HC 2?2m Aa .r KC 25W. NC 2WT6
133e w3ee9:, ro2a125.-7tT6 i7Wjpf, 6ez
QUALITY CONTROL DATA
Projm! SORRY CLOSED LF
PA ProJea! Ra.. 92111051
LABORATORY CONTROL _.AMPLE:
72T247
Spoke
LCS
LCS
% Rec
PPfemeler
CMNe
C.-
Rmult
%Rec
L1m4 Olwhfiere
CNucmetnane
LWL
50
42.4
65
64.130
ple-i,2-[kchlproelh...
yyL
50
430
86
70-131
at-+.1Dlcnmroprppene
uyL
5o
52 2
104
70-130
D1lromocNwomelnar,e
uyL
50
57.5
105
70-130
DOlramamethw.
uyL
50
6U-1
100
7O•,3+
Ellyldenxene
uyL
50
46.6
94
70,130
Wdomedl.me
uyL
100
101
lot
40-140
Ma9R4ene Chlorwa
uyL
5O
51.5
101
63-130
Slyrenr
uyL
50
49.3
99
min
Tabr-Woroem,en.
uyL
5U
50 D
100
IDA30
To1ulne
uyL
So
46-0
92
70-130
vane-1,2•tllchloroem, ern
uyL
50
ADS
86
M130
lone• 1,36VICNw apropane
uyL
50
52.0
104
70.132
1raIw 1,4-01chl&0 2-butane
uyL
50
53.63
107
76-141
Tdchiomil,ene
uWL
50
4a.2
9d
70•110
T"d%wO6u0fernainalle
uOrL
50
54.9
110
62-133
~.calm.
uyL
t00
11511
66
66-T57
VA"chl.11d.
vol.
SU
43.1
aS
M130
}Cyltne(Toe l)
uyL
i%
145
97
M130
1,2•Dlphknoeth tna-a4m
%
102
7cl-130
a-&omv wvruaenxene ISI
%
102
70.710
DWmIr,llu«omemane{51
%
101
70-730
Tolu.ne-d6 (S)
%
1D0
7C 13D
MATRIX SPICE & MATRIX SPIKE DUPLICATE 721246 727,740
MS
MSD
9211195TOOT
Spoke
Spika
MS
M50
MS
MSD
%Rec
Mae
Parameter
WPM
Rm1I
Conc.
Cana.
RaWI
ReuA
%Rea
%Rec
Units
RPD RPD Dual
I-DIcnlwaeNenr
uO+L
NO
50
6o
01.9
52.9
106
105
MIS6
2 30
Benzene
uO+L
ND
50
50
53.5
53-0
107
1U6
70.146
T 30
Chlb-abm llene
uyL
NO
50
50
56.0
60-2
100
100
M146
7 30
Tplyene
uyL
NO
50
50
49.4
49.4
90
99
70-155
0 30
Tt0&Welhene
uyL
NO
50
50
62.2
$1.0
104
T02
60-151
2 30
1.2.O,d,luaelhana•d4(SI
%
104
T04
70 130
4-BromoAuorotankene 191
%
97
"
701130
0bram iluvomema-m IS)
'{
105
104
7R136
Tnwene d6(3)
x
96
96
m$30
Data 0212672012 00 }6 AM REPORT OF LABORATORY ANALYSIS P.O. 27.f 39 0.1. QWW4D12 00:56 AM REPORT OF LABORATORY ANALYSIS Padd 26 e} 39
17.. r.peR y 14 not W ,epradut.I --pt n µ. TI.. repcm YNtf net W nemevel a pt,n Iu1
.MpwlswM n p.n.enrw Paoe Anelymcn S.Mp1e. 4- wf.A tltr ,wdln tan..nl cP P.C. Arulylc.i 4 .m. 1z

P.ea An.lyUuiMMWfl, Ine. P.v AnYypul Sarllu., In.. P... Anafyae.l 6—",. Me.
aceMafyticaf ZD5Ew wWvr R-0 SrI.A M25 R�raradek 9aAlpUarAw 5u4 IM
� � m.
4d.n ryC 2776a AaM�i NC 70" fr,mrr.yil.. ryC "774
ia3aw73iW7* f67Ai73471f6 I7prya7f90p
❑UALITY CONTROL DATA
PreJert BURRY CLOSED LF
Pica profed No 92111951
OC Bmlo WET019753
AnAysR M.thod SM 23208
OC Belch Menmd SM 2320B
AP&NvG 0eenlpaoe: 23209 ARdimiy
Amiwoiated Lan Sr Mpin. 921 T1951001. 22111951002,
92111951003, 52111961004. 92111 5l5 1005. 92111951006, 2211195,007.
92111951008. 2211196, ON
METHOOBLANK. 723S65
MAW, YVhW
Aes�I.led Lad Srnp1e4. 92111951 901, 92111951002.
22111951003, 92$1 T9S1004. 92111951005, 921/196/ WS, 92111051007,
92111951008, 92 i 11951M
Bleak Rep'"'
Pxanralx Unna
RewIK Llfnll Analy$.d OuslOef.
OW61 aly, Total u CaCO3 AWL
ND 5000 02717112 12 00
LABORATORY CON TR OL SAMPLE 723566
Sp•kn LCS LCS %Roc
Pxamgar Unl1.
Cp.. R—Al 9k Fla. Unals Oua9Amrs
Akml". Ta1al ma CIC03 4WL
50000 5p900 102 90-110
SAMPLE DUPLICATE 723567
92112116000 Dug MO.
Parmraelar Uan
Re.ua Reaph RPD RPO OumYAam
Alkali - loin me CmCO3 LWL
3340 MA 3000000 11 20
SAMPLE DUPLICATE 723568
42111"10" Dug Melt
Pmfmmalaf Units
ROVA Raau9 RPD RPO Owloll"
AkWRlly, Ta1a1 u Cm=3 OWL
57400 V400 D 20
Dale. 0b2&201700 SB AM REPORT OF LABORATORY ANALYSIS Pape 29 of 39
Tr mMa ah.l rat P. •.p•e d..r uNn lum.
.T lh. ernlln--t of Pan MIryN[Y S.— it
A..a Amr Ae.1 %ary , Me. Pala ArWya.af 11-1 ., MC. R." A.My" .l S.rvlpl. I".
' �f❑ll�1rt•�ifhJ'a11;Y�[•�il� ]OS E.rr W.dow Rp.d Sur A 2323 R,.-" G 9w H,rcrr Ar. 4u 100
��� [d.n yC 2T7ea AafrNn. yr= e'6e71 n�nlrreW. NC 71r11a
1;3S16T1!92+ 1�7eJa5a..,re r7w 1e75gop$
QUALITY CONTROL DATA
Preyoct: BURRY CLOSED LF
Pace Ptalad No.: 92111951
OC BSICK: WET11967S Anmlph Melhod- SM 52108
w 6elt:K Ma9wd: 5M 52106 AnM"4 0eln1p6on: 5210E SOD. S dry
Ae..Ogled lao Bamples 9211105 1002, 921119S TOWS, 921 i 1951 We. 97111051005. 92111951006, 921119s 1006
METHOD BLANK. 720996 Ma%1a: NNtr
Amoulowd Leh 5ampl— 92111951002. 9211595 SW3, 02111951004. W1119510 M. 92111951 M. 92111951006
Blook Repnfun9
F—Clef vro ReWI Una! AmWnd Ou.16-
00D.5daY uyL NO 2000 WjW1216,47
LABORATORY CONTROLSAMPLE:
720M
9pILa LCS LCS
%R.c
puamele+
Units
Conc. Result %Rec
4n11y 9u.91-
800.5 day
up'L
196W00 134000 66
64.115 64,85
SAMPLE DUPLICATE 721W0
9211195t006 Dug
Mom,
Pmtam461
11n6a
Result He..11 RPD
RPO OuMIAan
BOO.5 dry
uprL
ND NO
20 841,135
Date. 02128l201209.56 AM REPORT OF LA BORATO RY A NA LYS VS
,.pun roar net a r PArAsad ., pt h M
Me q M w . _arwd 0 Pau Mayoral 9. . kc
Pap 34 o! 39

PsteAwlytlol lknkaea, Inc Pen Arre11M9s1>taPApa, IM- PapeAeelrR lytWalmen7nri-
acmnaVid 205 Eeet Mad" RNO- SyU A i2s5 A"-ce Ih GEm M1 ay Me. r-k I
ve
I—pe.oamm Egan. NC 27iae Aen.wn, kC 28w* H-WerA., NC 28078
I�X1827471 t82912`4178 170418159092
OUALITY CONTROL DATA
Proper- SURRY CLOSED LF
Pace PtwAd No.: 9WMi
OC Balch: WET719677 Analysis Method: SM 52toB
OC Belch Mehod: SM 521M Amaly5k Demmip89n; 5'21pg BOP. 5 day
Amcialml Lap 9empk.: 92111951001. 22 11195 1007, W111951009
METHOO9i.ANK: 72f004 Mevia: Water
'saodsl.d Lab Ssmpka. 92111 J51001, 92111951007, 92111951009
Blank Repoftil
Puameler Unh Resull Lirrdl Analyzed Oues6en
900.S day upyL NO 2000 OVISM217:20
LABORATORY CONTROL SAMPLE-
721005
spike
LC$ LOS
%Rae
pmemsler
Llnka
Cone-
Result %Rem
Limits Owkken
SOD, 5 day
LbWL
198000
150000 78
84.115 B4
SAMPLE DUPLICATE: 721 W
92T119490P1
Oup
Mu
PVemalw
Unua
Revell
Resull RPD
RPD 0.011 a
SOD, S day
uWL
4.5 m 1
7640
49 2D 94
r
Pa[a A.rlyu
sal BemWda, Im Pau Arulytleel8.rvleea, ln[-
P.m Analyp l9enlan, Ina.
. aCG I'll k7l ical
N', E, voad r Rued _ Swe A 7125 RmrNd.l]r
➢BOO Iiinuy Mn Sun ,00
ran. �r.x+a.vni
Eden. NC 2728E A".11.. NC 2=4
Mundrrrde.. NC 2W76
13w)s23-W21 {82a125e-7176
17011E75-9m
QUALITY CONTROL DATA
PrvpcL SU RRY CLOSED LF
Pace Prvlect No. 92111951
QC Batch: VVETAr11581
Analyaie Method: EPA 300.0
OC Batch Melhed. EPA 300.0
Anmlym Deattlptlon. 300.0 IC Anloaa
Paanrlated Leh Sampin� 92111951001.
22111951002, 22111951003. 92111951004, 9211101006
METHOD BLANK: 72d524
Mauls: Vol"
Aanpckled Leh Samples: 92 f } 19510p1,
92 M 11951 Opt, 9211 t 951003, 9211195 tdd1, 92111951pp5
Blank. Reporiinp
Pat0mel5r
Unit
Result Lloaf M.lyaed Qwllli re
Sullaie
4L
NO 25MO 02CJ071217,15
LABORATORY CONTROL SAMPLE:
723525
Solt. LCS LCS %Rae
Pnameler
UrAx
Cone RMIL %Res Lindla 4u.1i9er.
Suble
upR
20900 18800J 94 90•t10
MATRIX SPIKE SAMPLE:
723526
92111833006 8glke MS MS
%Rea
Pamamatar
Unpa
Resull Cone. RmAl %Rae
Limns DuaMala
Sultate
uglL
12.5 mWL 20000 332mi 104
9D•110
MATRIX SPIKE SAMPLE
723528
92111834001 SPA. MS M$
%Rec
Parameter
Unit
Resull Conc Rerun %Rae
LlrNls OusLEara
Suitte
uyL
991 mprL 20000 1110001pJ e04
9Q110 9m
SAMPLE DUPLICATE, 723827
92111633006 Dup Mat
Pa.a-FIN
Untla
Reach Resull RPO RPD
OuAlkli a
SWlkle
upOL
12.5 mpg 12400J 1 20
SAMPLE DUPLICATE 723629
92111634001 34 Max
Parameter
Unua
Rewh Rewh RPD RPO
ODIUM
Shcele
ugrL
991 RWL 997000J 1 20
Dot: 02f28f2ol 2 O95S All R E PORT OF LA QO RATORY ANA LYS IS Page 31 of 39 Dale. 07128R01209.56 NA REPORT OF LABORATORY ANALYSIS Pape 320139
Tna raped-.0 nnr m npred ad —pl. h TV,a n M nq�..—;4 n till.
rlewul en -110n conaenl of Pacs Arulyteal Serrn.A Ir[ m1V tiha emlpn a **Mel Pen Achy ? I.—o. 1r

•
P004
A"Aam, Servi - k.F Paw Andydee15"0H, N.a.
Pew AnMytkAl 0~ en.Inc.
�I'1170: �lrC!!
2v5 Eed w.d- Fend 3.4 A 4225 Rl.en.dp O
9aDDH Su lw
.
Id.n NO 2T•[aa A.ne MC Z%04
Yr�A
,.n ma. NC 24714
I."S 11,73-02, (9291251-717e
.lp4y is i092
QUALITY CONTROL DATA
Prod. SURRT CLOSED LF
Paco Prvj.0 N- 921/1951
OC Belch: WETW I1602
Ands Meowd EPA DOD 0
0C Belch Mermod: EPA MO 0
Am"& Dasulp7orc 300.0 IC Amoruc
Aewaeled Leh Sh nVlee 92 T 1105100Q 92111051 D07,92111051 DOB. 92111951009
MET"DO BLANK. 724MM
Mobu Y41,1er
Aaaocxlee Lab Ssmple4. g2111 A5f
006-94115951Ip7. 9215sDS1006. 92111955009
IN mk Rapidlnp
Permmeler
doll.
R.-m L,ril ARmlytad qu.0—
SWlmle
ugrL
ND 25OW o2F2211214:36
LABORATORY CONTROL SAMPLE:
72439$
SP,ke LCS LCS 14 Rec
Pw—ler
U."
CPmg. ReeW1 7k Rlo UoIlbp quekeerm
Bullrge
up,L
MN ION= 94 90-110
MATRIA SPIKE SAMPLE-
7243%
22111951006 Spike K43 M5
% RAG
PRamnlar
Ullle
Rawls Cwo- Ramult %Rec
umlh Olnmkels
Sulfele
UWL
331OW 2DOOd 4850DJ 77
9Q110 M1
MATRIX SPIKE SAMPLE
724396
92112413001 Solke us MS
% Reg
P.—oter
Una
Revell Cc- R..dll 9l Reg
Llmh, quaamera
SWlele
wWL
1$3-VL 20000 103DOW $49
R-$10 Ma
SAMPLE DUPLICATE 7243117
R2111951006 Dup Moe
Pummater
UnDs
R6mult Revel RPD RPA
Otlshum
6W41e
4L
331001 3320DJ D 20
SAMPLE DUPLICATE 724359
92112413001 NP Mee
Pmnm6tmr
Vnlls
RewR Resu1l RPD RPp
WOW.
Supple
'VL
16.1 rhwL 159pm1 4 20
AR-Amelyll[.I aerv1—M[. Pa-A-tyu.0 /eM[..-Me- P." A.Al ypr4l >fmrvleep. .nc,
ase 4riafyticaJe p+fea, M..d R." 5Wy A 2225 R-, a 90.O P nr A.• 6w 0 100
.w.....`c. �,. Ea.., t4C 277W A.M NC 2em1 .y,r.. w•a.. NC 20wa
a 37e OL13 a21 [r>x]'S4-7116 1'W yt15gp92
OUALITY CONTROL DATA
Project: BURRY CLOSED LP
Pate PoOd No.: 921T195T
OC Smith. VATAIll 58D An."m Melhoq- SM 460D-C
OC Belch M1dM0: SM 4SMC1-E AAmysb CemcnpW: As" Chlirkle
PAtwoled Lae Sm mPles 92111951091. 9215I951002.921$1951003, 42111951 NA. 92111051006. 02111951 D06-92,11951007
9211195 T 005, 92 1119 $ T 000
METHOD BLANK 724235 M61rA IAMI r
Asladaled Lab Samp4os. 9211195MM. 921? 1951 D02, 92511951063, 921119,1 D04, 92111951007, 92t11951006.9211195I067-
9211195t010.9211195TD09
Bunk Repmsnp
P.tometer U11114 Raul! UrnB Anmlyzed Ow Ifto .
CMPrlde L.WL ND 56m 02g01120935
LADORATORYCONTROLSAMPLE: 724216
Sdke LCS LCS %Re.
Pmrmmaler upo+ Ccno Rmeult ><Roo Ll-% ❑umllMrm
cm.tlde 1,pfL 20m0 W400 102 90-110
MATRUI SPIKE SAMPLE
724237
NW 951001
Sp1ke
MS
MS
% Rec
Pwemeler
Un4s
R—Pt
Cor,g.
Rnpulr
xRec
LIm14 Ouayeen
Cme"I
uyL
WD
20M
239D0
102
7$-12S
SAMPLE DUPLICATE 724239
9211195t002
Dup
Mu
Pmramaler
UOBa
ROSEN
Roman
RPD
RPD
CIuaw4
emomm
UWL
NO
ND
20
Dale DXZW2n1209.58AM REPORT OF LA$O RATO RY ANALYSIS peg. 33 W1 q Delp. 02QOf2012 0956 AAA REPORT OF LABORATORY ANALYSIS peg. 34pf 39
Tn. np 00 nos a rp'ra F ..-PE n hJ1 TNR .pen NW rat W ,.4^ —d...c.ar ^ W.
er9wN e,e en11.n a eoat at Psm A 11l :Icml 64— rz -t—,1 m. r P— A -I," S—I­Inv

PenAneryenr lrrlen, rna Peet Amyaear S—km. fee. PAN Rnetydc l Servkn. Ins.
c�CEf�f7 lyt1Cr7l • 205 E.N Uus— Reed - S� 2225 R—O. Dr SAW KimoVA— Suer +CO
Ed- NC 27288 nah.nlh. NC aSB'N rkd wl.. NC 2B07A
t33e)S23.9901 1MU04-7e7e f7041675•POB2
QUALITY CONTROL DATA
pro)-l: BURRY CLOSED LF
P.ce Proyect Ha.: 921/1951
QC Botch: Y9E1rFut15w
Aharo. Muhod: Sm 53108
OC Belch Melnod SM 53TOB
Anm" Deealpem: Wile TOC
Aseometed Lab Sa.rplee: 921tI W001,
92111051002. 92111951003. 92 t 1 L451 ON. 92111951005. 92111051 ON
METHOD BLANK: 723518
FAWN: Abler
5aaacfeted Leh Samples: 92r1}95100t,
92t1i951002, 92111951003-9211195}004, 9211tB510d5, 921}1951006
Blank Repcmhp
Pmemeler
Llnes
Resin[ U-11 Am"d 0-11M.ra
T.bel Otume Carbon
uyL
ND 1000 D2nw12181.104
LABORATORY CONTROL SAMPLE:
723519
spike LCS LCS % Rec
Perameler
Um be
Cohc. Rawll %Rec Lmms OuallAam
Total Orpame Carbon
uyL
25000 2180D A5 9Q110
MATRIX SPIKE SAMPLE,
72=0
92111637001 Spike MS MS % Rec
Pa..mmo,
Una
Rewlt Cone. Result %Rec UIVII'a Ou"Am
Talrrl Ordure Cprbom
YpR
4.3 myL MOD 260D0 a7 73.125
MATRIX SPIKE SAMPLE'
723=
92111633011
Spoke
MS
ME
%Rae
Puemaler
Unh
Resell
Conc
RmIt
%Rec
LIFFots Quak6arN,
Tom O%sw Cohan
UAL
42 mO+L
25000
25800
a9
75.125
SAMPLE DUPLICATE 723E21
9211 T613002
Oup
Mel
Paremaler
Una
Rmkr
Re"
RPO
RPD
Oupliom
Tdlel Otpemk Carbon
uWL
ND
NO
20
"PLE DUPLICATE 723523
92111833012
Duo
Mek
pramelar
Umlra
Raauh
ResuX
RPD
RPO
OuisiWwo
Yore) DrpWe Carhm
uyL
8.2 nrQ&
6120
1
20
Pen Aaalydbl 3.ry1.n, Irre. Paee AnAlyticu S.Me.., im- Page Anelyncal sotvi-e, k..
�aceawAnalytical r 7us 9.n w.o.. Re.d 1-1
sw A 7225 Rrr.r►pa Lk geao e+ eer Arr 5i tau
ReA .NIe- RC NIN14 N -� a.. NC Item rb.urwNe. C 2801E
ne�w —
I 133906 -m, IS2a12547174 CMAA754M
0U ALITY CONTROL DATA
Project: BURRY CLOSED LF
Pen Prpjecl No.: 92111951
OC Balch: VrETN I159E
Anmrm- Memod:
SM 53103
OC galch Mclhod SM 53400
A..". De.mlpaon.
531 DB TOC
Assamled Lab Sempkc 92111951007, 92111951008, 9211}9510Q9
METHOD BLANK: 725365
Matrla: Vhhter
Assock lLad Samples: 07/11951 D07, 92111951 poll, 92111951 po9
Blank Reponlhp
P... melar
Unes
R—um LIW
Anplysnd
Ouaesera
TOtel Orp Arm Cerbon
uyL
NO 1000 02723712 1912
LABORATORY CONTROL SAMPLE:
74M
SPIN* LCS
Les
%flee
Puemeter
Unme
Conc. Rosen
%Rae
Loft QuaMlars
Tole) ftemc Carson
uylL
25000 23100
92
90-110
MATRIX SPIKE SAMPLE:
725397
82111951007 $peke
ME
MS %Rec
Parameler
Un6s
Raeull Ca1c.
Result
%Rec Llmllm Duane"
Total Orpemlc Corbolr
uyL
V011 250H
25200
a8 75-125
MATRIX SPIKE SAMPLE
725388
92112304001
Spike
MS
MS
%Rec
Parameter
Unlla
Result
Co-,
R—It
Yr Rec
LIRak QVa96ers
Tolel Oryenlc Carbon
uyL
e 7 m9rL
25000
27400
75
75 123
SAMPLE DUPLICATE I2536S
9211195100E
OUR
MAN
Parameter
unpe
Resell
R..uk
RPD
RPD
Dual&-r.
Tmal Orpame Cabon
uyL
10700
10100
3
20
SAMPLE DUPLICATE! 72M370
92112304004 0"P Max
Peremawr UmK6 Raerrh Raawt RPO RPD Ow9Aers
Total Orpeme Carbon vy1L NO NO 20
Dare. D21261a 12 09: SS AM REPORT OF L-ABORATO RY ANALYSIS Pap. 35 or 39 D.te 02R672012 09.56 AM REPORT OF LABORATORY ANALYSIS Pape 36 of 39
TN. rayon Y..l not e. nPRW1 ..—PIn Ml. •N.•.,c .m.A nor b.+w —d.x- nfur
Mown er.maen oor.w.lor P.e. Aa.h9C40 S.rylore, Iz roe— e.e. ,i n cemeent cr Pella hn.lyhrei S.— iw

•� n•�+ Pae.,kn.ryryul bwvlen, tna PM" AmyN[al 64mp.., 11
aceAnalylicai Y5 Eau Y..apw Ro.d Sir. A
N:. 217M
, 33B.va?m921 rm2m12W f i n
1-1111 [RIAMid
Pow Anal Swkwo. Mc.
9BM-,—,Awr SuNiffl
N�nr1.... NC MW6
,7D4475-9092
PrPlecl: $URRY CLOSED LF
P.I. P'.J.ef 4.. 92171051
DEFT NITtONS
OF ➢Au Oa• F.CWr, ff rapuled, rear a yen15 the fBelm oppi,ell In the reported deia due In ch enges n maniple pr"niillan, d,lul, un of
die wmpr. a1,q..q 0r mwt— content
NO Nd D0leciea et or ebvye edJueled rfp v.w�q �m•r
J - E.9mwled con—tr ellon abuye the adrysled method deledi- Lind and harew Ine adpAted tepatbn; Il ma
MOL Adpaeipd Mel1NW DefeCb- t-1rA
s - S Kogale
1-2-Ophenylhydwii * tl270 Imind Ina,ylei davanglevea 1Y Al beniena
Ca milsmnl wit, EPA guidelines. LMIOW-fltd del. Me GSpl6ye4 end have ani t Plad to eateumle 9L re[uyery and RPO VAVr,a.
LCSIOJ- L.ber.lory Conlrel S. mple Ipupl.c.l.)
MSID) Ma- 5;dkotOupi,c.le1
OUP - Sardpie Duplicate
RFD Relally. Perc-1130ierenee
NC Not Celeulabte
SG - Slrlca Qe1 - Cie an -Up
U IhlkcAfik the eM.P0. nd Mid kM1dtyldd la. Ord nor dwac[.d
N NNovod.phenytainn a decompOM. and c.nrwl be 1ep.r4wd from o�pheMAnrrle ur+n; Matha1 6270. The re-h tepoded for
dech an&lyia h A cOmhlh.d t;-c.infiW
Add pf.a"Nbo l n1.y nor Pe Appropriate tot i-Chidoamyhulyt emu. Styrene, "is Vm7A 7ller"
Pap Ane"al is TN a=a died Compel year PaO PM Par the r erd pet.1 evnediied -wVtee
LABORATORIES
PAS, A P.C. MelyliCal Ser n'C < • AyhiV,rM
PASt-C PAC! Pnnlyl,tal Sof ,Cef - Chuioa.
ANALYTE GVALIFIERZ
64 The Ulu rn.elpldtli mac Add vim ndud er cwed rila range of 199 plus 0r minus 30.5 mwL
65 BOO iaed plank w&s wle,de acteplance ci lied 1. Reported rSOUlt4 were Rn epled based an remamwi; pu.ilty vm oI
meli"lnre.
M1 Mathx Aplka l.rar. ry exreaded QC Amll& Bdtd1 pctefltAd eased 9n Ip ppTa[0ry L0P1r01 +.mplp {LCSI recny.ry
Md Matt lx iplka end Matrix Spike dupileelo rd coymy hot eypke. red &;pinst cents of 11,W%due 19 a&I1.y10 dAAruh.
U.ie:OUZa+z0I' 00 56AM REPORT OF LABORATORY ANALYSIS
TN. •.a+A -4 ^-+1 W +.—d—....A n U
..oui ih.--imi-yon..nl.f Pas Arirb: S.—di. Ine
p60. ]7 v139
A.[. A.rlyawr &.trle.., rR Pt rw prW y(le.l 6.tHN., Ines P.a A061VO it 6.M19eri. Me.
2ceAdmlylicaf' 5 E[M M.[mx Fwa Spy A AlS Am. aNr p nnOp nq7 Ay. Sae 100
.we��s.. •v. en- NC 272" AA..,. NC &5694 r+wrr.y.. NC 7H016
133114 ]-WV 1676)2646-1r7e 11uA)e154aQ2
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Propel
SORRY CLOSEO LP
Per:& Pf 0ptl N9.
1W 11951
Anatidkai
L.b Ip
Sample I
RC 13.1eh Method
Qc Bach
AP.Iy11C.1 M.th94
Satoh
92111961001
MVY-1
EPA 3010
MPRPI9913
€PA 6010
ICP19140
92}11961002
MW-3R
EPA 30ta
MPRP4913
EPA 6010
ICP+9140
t1100
961004
Mri.76
EPA 30f0
MPR94t3
EPA 00
EPA 3010
MPt
P993
EPAHO0
t
ICPi9t140
CvrylO92
92111951006
MW-19
EPA 30f0
MPRP+9973
EPA6610
iCP+9140
9T 111961006
MWt18
EPA 3010
MPRP+99T3
EPA00t0
iCPl9740
92171961007
MW-720
EPA3010
MPRPf9973
EPA40f0
ICPf9740
9tt1t961tl08
MW.t3
EPA SOl0
MPRPo%t3
EPAd010
+CP+9140
9211196100H
MW-78
EPA 3010
MPRPf9913
EPAIW141
ICPR9140
lI I I.I, I d01
MW-7
EPAS21W
MSV110174
99972T7t111117t9958t02
MW-3
EPA62BO
MGVf074
1174
1111
MW-76
EPA92M
[phone]
a
260
MSVf5174
6
rAVY-1
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li1114W1107
rAri.120
EPA8260
MsV?1617a
211119di00a
MW-13
EPA8260
MSW16174
HT111981009
MVf-19
EpAa260
MSV116174
97111957001
AIY9-1
SM 2320B
WIET+19753
971119610"
MW3R
9A12320B
ACT +19753
92111951003
PAW-15
SM'.320B
WETf 19753
92111951004
MW-%
Ek123209
YuET+19753
971t1961go'
toy"""
Sk123296
WET+19253
92111951006
MW-118
SM2320B
VYET+iH753
lT111951007
M99-120
Ski 23TUB
INET+19753
9T 111961006
MVy-13
SM 2320E
WE TIt 9753
9T 111961009
MW-76
SM23NB
VIET+t9753
9T71196100t
MW1
Sk152106
WETM9677
SM 5210E
WE7it9661
921119a1002
MW-1R
sM 5z106
VVETri9675
SM UtT006
VVET+1679
121110610
MW-t5
SM 5210B
ET,$9075SM
5270
WET+79679
02111041004
MW.
9M2108
WET V,75
SM 5208
WELf19679
9211196100
5io OB
WETO 1015SM
52108
WET969
9211191ilm
M9V•123
SM 52106
WET1S967
SM5206
WETr196 its
9;111961007
MW-120
SM 02106
WET179617
SM 5VOB
WETf19661
BT11196WI0"
MW13
Sk152108
WET119675
SM 52,06
VoSTeI WS
92111981009
1AW-18
sM 52t06
WET+19671
SM 5210B
WEl+t%a1
9N11861001
MW7
EPA 3000
"d"TW11661
ST 111951001
MW.]R
EPA 300.0
WETAI 11561
92111951003
MVY-16
EPA 2000
WETA+41$61
M99-16
EPA MO
WETAf t166i
:2111951004
itt19.5 Do6
MW16
EPA 000.0
WETA;` 667
97111951006
MW-12s
EPA 300.0
WETA11; 162
611t1461p07
'A 12O
EPA 300.0
WSTAf t682
9]1119E1008
MW.13
EPA 3000
VVETN 71662
Gat. 0 '2AI2012 09'68 AM
REPORT OF LABORATORY
ANALYSIS
P.g. 380 39
IN.n fl Y w note•. wn-.rf...dpiwrW
ond-1 a.r vma.n xyu..e at P.q ftw,7yp, 5.r••va frt:

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gUALITY CONTROL DATA CROSS REFERENCE TABLE
Pr9J.ct; SURRY CLOSED LF
Pnce Pro".1 N9 92111951
Pas. Antlync.l S.rylcer, let.
09�01Vneay M. 5vN 100
H­'•.rn' HC IW720
l0lae75 9xo
L..h 1D son* 10 ac Batch Method OC Batch Ana"c.1 4lethod
92111961009 1111W16 EPA 300.0 WETN115a2
9l•27
sm 4590-0•E
WETAIM1111119a170a0012
W-1SR
-
SM 450GE
E71S1211195100
MW-l5
5M4500-CI
VYETN55a80
.7111167
MW-16
SM 4500-C•E
YEA11
V2111961006
MW,0
SM 4500ZI-E
WETkI1600
9171951006
MW-125
set 450-C-E
WN
0111961007
MW120
SM 4500•C1•E
WETA+11500
92111161008
M13
W
SM 4500•C1•E
W ETA1115a0
92111951005
MW-16
SM 4500-0-E
WETN115a0
l2711961001
MW7
SM 53108
WETV11560
91111967002
MW,7R
set 53i0B
MTN11560
92111l61003
MW76
SM 53108
WEYN 11590
12,11961001
MW-76
SM 5950E
MTN 11560
92, 111:1006
MW-19
SM 53,08
WETN 11560
92111961000
MW-72S
SM 53108
WETN 11560
92111961007
MW-12P
SMS3109
9AETN11599
52115961006
MW-1a
SM $310E
VpETNt15W
97.11196700!
AIW-1!
SM 5310E
MM11599
hair0212072012 09.%AM REPORT OF LABORATORY ANALYSIS
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vah let r~ Fa...M el P.F. Amiy1 1 &x .. Iry:
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Document Name:
Sample Condition Upon Racal SCUR
Document Revised; January30. 2012
pare 1 of 2
Documen! Number.
13suing&thorilyy
F-CHR-CS-03-rev.0e
Pace Huntersville Quality Office
Client Name: Project # 9 21119 rT
Where Received: [unlersville ❑ Asheville ❑ Eden
Courier: ❑ Fed Ex ❑ UPSr❑ USPSLJ Client❑ Commerciad' Pace Other O tlonal
ea! Custody Son CvvlarlBvx Present: ❑ yea 0 no Seals intact: Elyea ❑ no Pro). Due Date!{ -
f Prat.
P ack I n g Material: ❑ Bu tMin WWr�ap ble Bags ❑ None ❑ Other
Thermometer Used:1R Gun 711yT11a1 Typo of la; dt Blue None Samphs m I", caolvg Process has hewn
Temp Co"04 Factor 1141: No Correction Tt Subtracl 1.2-C
L�
ogle an ltl ning
Cernctod Cooler Te �.: C Biological Tissue la Frown: Yes %. NA
mmenq:
Temp should be ;tore freaMrq 115 M Comment%
Chain or Custody Present: Ores DN. ❑NA
1.
Ch am of Custody Filled Out.- K. Ok. OwA
2,
Chafn of CustodyRelln ulshed: Orr, Own
5,
Sampler Name 3 SI nalura on COC: (Ye. Orw OwA
4.
Sampler. Arrived within hold Time: Y.. D. C]N!A
5.
3hart Hold Time Anal le t72hr : a U.. ONA
9-
Rush Turn Around Terns Requested: OYea No Drag
7,
Slitftclenl Volume: 0. DN. DNA
B.
Correct Containers Used: Ya N, Ow.+
9.
-Pace Containers Used: 2:5 ON. OWA
Containers WOO: es ON. 131&A
10.
Flllered volume received for Dissolved tests Ores OM tuA
11,
Sample LoheI5 match CDC: .s DN. DwA
12.
-Includes dateffimcVlClAnaylsla MaVlX
All c ulrwr needing pne at,n have hash C"ch"d.
u DHa DrvA
13.
All conlainer9 needing Preservation we found to be In
oomowca wilh EPA recoaimandaenn. es Oka OwA
exrevl­s: vi]A. aGhrvrm_ TOC. 0&[I. Wl.DFNO i+'ieler Dye. OHa
InUal when urweted
Sam pleg checked for dachtonriaEion- D .. 11% QwA
14.
H eada ace fn VOA Vlais -6mm ; Dyes 006r C6A
15-
Trip Blank Present: ❑y.r ON- /
16.
Trip Blank Custody Seals Present 0,. ONa 'A
Pace Trip Slank Lot C i{ urchasod :
Client Nodflcatlonf Resolutlow Flew Dole Required? Y 1 N
Person Contacted:
Comments? Resolution:
DalarrIme:
SCURF Ravlww:6. poi■: le SRF Rsvisw: JX,11 Orte: Z i0
Nola-'Yyhene"t iha s disaepar.cy affecting tioxth CemGna wmpaanes samyea, a copy al this kmvAN be sane k the Noun Ca ins ENNR
C&JJRU an ORta ( I.e out of hold_ Incenecl preserrs tide, out of ramp, Manned comslnera]

Envi ronmenraI Conservation Laboratories, Inc.
Lw +� we9e..l nor : ne u...ul Gus
G.T w[21511
rn coot VL..ea1jM FM: 919..e7.3515
Friday, February 24, 2012
Muntopol Engineering Servroes(MWQI)
Attn: Jonathan Prohl
P.Q. Boat 97
Gamer, NC 27529
RE: La bo ratDTy Results for
PTvj eCt Number: [DO ne 1, PFojeCt Na met west: Surry Co. Closed LF
ENCO Workorder(s): C201511
pear Jonathan Pfohl,
Enclosed it, a copy or your laboratory report for test samples received by our laboratory on
Fnday, February 10, 2M2,
unless otherwise noted In an attached project narrative, all samples were rec6ved In
acceptable Condition and processed In accordance with the referenced methods/procedures.
Results For these procedures apply only to the samples as submitted.
The ana"cal results contained in this report are in Compliance with NELAC standards, except
as noted in the protect narrative. Thks report shall not be reproduced eyoW in full, without
the written approval of the Laboratory.
This report Contains only those analyses performed by Environmental Ca nservaticin
Laboratones. unless otherwise noted, all analyses were performed at ENCO Cary. Data from
out" organlratlons will be reported under separate Cover.
I you have any questions or require further Information, please do not hesitate to contact me.
Sincerely,
at6LSk4�
Chuck Smith
Project Manager
ErIClosure(5)
�c� r�ri�o
www.errcele6.-eery www.erwl.6..rxm
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E lr.nr ID: M -39 Loh w: C10 M L-01 S...M.6: 021y915212-OD O.pl..d: 0211011314125
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MOL
MRL
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M.thad M.L.
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ANA YTIfaI RESULTS
Lab Sample 1O MIS]1-01
Sampled r M 10112 09! 70
S.mp1.d by: Jo arha,+ MN
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wvm•.enwl.6.. cam
work Order- I Ii']',Ii
Aaalvm IGAS Humh.el ... 1, lSaa 4111Y Of. Z+IQL ?5AL @L.$YLSL M+Sb90 Ap.11flsQ bi Hele.
*�w .F.'1 tea. e7,e n. x.yr ...r.,..e v! m. rw.Kw. •ro ,... a+r x p.m,,. w n w.
Pw 9 Pf l5 Pegc d al' 15

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Matrixi Ground Wal¢r
P-J.�b Suety Co. Clawed LF
Ciaaalwl Ch am is" Parameter
w ,.ntol.b..-M
Lab Sample m: 1:41511-02 ReMUM 02/10/12 11:15
Sampled: 02/09/12 12:00 Work "W: C201511
Sampled ay: 7onelMn Pfaw
MaN� IC15 Mueehatl B-ft 17aa hdN RE MM Mu Mtl6g0 AQWZ44 as ldw
aewtl. I�r+s.er 91 oo�t n nyn 1 oorE ax ErA IeoA mnlllr xxx rCa
51r n..w nwee mF Ie N •F•�!Y n ee11r.J tl m.Warnxn +^� rryr awr>t. etrepeyiM M lxe
PAF 54 I s
wxrwnl 4.b.—
D"tAptlpnr MW 125 lib S.mpl. 10i C201S11•p] Itaral"d: 0211011214:15
Matrlx: Gmund Wale Sampled: 02/09112 11:00 Work Ord.r; Ci0151t
Pr Jnd: Su" Co. Cku LF Sampled SW;o,Mlw NON
Clska ka I Chem &try paramehe M
[aWb [css Hume..i 1lfaY14 fW YaIY ilE k17L M6L NC9EdL Mamfd ApIW9oad Ai ■alai
6i•n`I• 11.a.a41•1l a.ey. .-yy [ pon oa0 li+—
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MoM.: Gro d WMtr
Prot-t: Su Co. CW t d Lf
C I.y 1 ea! Ch am Istry Para met.m
L oh s.mPl. So: au s1 s •w
Sampled: 02/10/12 06:1S
S.m Pl.d By: I-atir— Pfare
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Rr[elred: D2�i61i7 15'13
work order: C20 SS 11
61m1a F1a0 ULW ui tl!?L net tlS.5.4Y51 tlalda0 x..r...e Cs noft&
rM �.Po'r nrx. �^h w un oral. x �xxrer M ui. weu.nnn. .�r ^uv o�rr In ir.•ow�rn M rr
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D—Apilen: HW-13 La65ampl► 3O: C201511•D5
R.e.lved: 0211oJ17 14:15
MM,1.: GM-3 wafer sampled: OZMI12 13:35
work Ordu: C201511
Pro}-[: Sorry C.. rbsed LF Sampled By: 1003 t0 PNI
Cla.e I as I C he m lei ry Pa ram atom
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lab 5.mpl. ID: C201511.0fi
5
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R-W-d: 02/10/12 14: 15
Work Order: C201511
AfisbmLi- pswlL 11.. 11.rL pt. HOL tSHL wr rWe, lfela.d Ah.lrsed ar now
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Oeecrrpel.r.- KW-15
M.Td.1 Grand Wee.
►ruled: S.M Co. CU9ed LF
C1..e 1uI Chem Mry P.rsr.eteri
Leb 9.myle ID: C201S11-01
L.mpl.d: Y2J09112 t4: 06
5e1 O-0 by: 1P'mlfun Prole
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R.e.IV.d: o)::O,�17 14 15
W.rk Order: C70l511
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Lab SRmpla M C201511-06
Sampled: 02/10112 09 00
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;5
Flalri:: Ground Waw Sampled r 0299112 17: OD Work Order: C201511
pre]aet: Surry Co- Closed LF Sampled ■V: lmathen WN
Claulml Cham leery Pa mmatan
apaaee Irma alrwlwl dm&& [1i tla14 D1! WOL OU W-SML lSRSh" &Ihob]r ax !ice
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R The analyze was detected In the asspereted method blank
D The sample was analysed at dilution.
j The reported value Is between the tabaratary method detection krmt [MOL] and tits iaWratory method
reppr N Ilrnrt [MIL], adjusted far actual sempk timpirration data and Moisture content, where VAcahk-
u The analyze was analysed for tint not detW d to the kvel shown, adjusted far actual sample pp ration
data and mosture content, wtl&e applicstae-
E The mncentration indkated for Ihls anatyte K an estimated rakM above the callbratlan fonds or the
instrument- TTa value is considered an estrnale-
MRL Mehlod Reportiry L.nd. The MRL is roughFr eAuNalem to the practical quanthation Qn lj CPQL) and el
based on the lour pant OF the calibration curve, when applicable, sample preperatlon facmr, rillutbrl
factor, and, In the case of soil samples, moisture corltent-
QM-05 The spike recovery was outride acceptance lR fts for the MS ardlnr M5O due to matrix
intmference. The LC!; arWo r LCSD were within acceptance limits shu MV that the latimaWFy is
In contrd and the data Is acceptable.
Pope I r -•I I `• Poyr I l n1 1 t

El1VIROWEMALCONSEFNATION LABORATORIES CR&"FLy MDV RECORD W W WW QfAb5-Cnm
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■ Complete items 1, 2, and 3.
IN Print your name and address on the reverse
so that we can return the card to you.
■ Attach thls card to the hack of the mailpiece,
or on the front if space permits.
1 _ Artirle Addressed to:
Dennis BIedsoe
Surry County Public Works
PO Box 342
Dobson, NC 27017
9599 9402 3665 7335 1549 65
7 Artirla Number Ir=Sfer from service label]
7017 0190 0000 1635 4754
PS Form 3811, July 2015 PSN 753a-102-000-9053
© Agent
x r 0AdarESS9e
B. eceived by (Printed Name) 10. Date of Delivery
/Jam,• -.ems- 4L-
D. Is delivery address different from item 17
If YES, enter delivery address below:
Ll Yes
oNo
3. Service Type
M Priority Mai Expresso
❑ Adult Signature
0 Registered Mail'"'
El Adult Signature Restricted Dellvery
C7 Registered !Nail Restricted
tlried 11 CerMal
Del very
• Certtfled Mall Restrtcted Delivery
0 Return Receipt for
Q Collect on Dellvery
Merchandise
• Collect on Delivery Restricted Delivery
D Signature CanflrmatlanTM
r' 1-1red Mail
0 Signal ureConflrmavon
,red Mail Reealeted Delivery
.' 1ti5w
Restricted tde NM
Domestic Helium Receipt l

_z
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
9590 9402 3665 7335 1549 65
United States
Postal Service
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• Sender: Please print your name, address, and ZIP+4® in this box•
NCDEQ - DWR
Water Quality Regional Operations Section
ATTN: SHRISTI SHRESTHA
1636 Mail Service Center
Raleigh, NC 27699-1636
1'1'' III 11l11'11111111011i01 f 1111th 111111rf1111112111

N
Mail Fee
- . Extra SeNcCaS & Fees Ictmck oar, add lee ss eppraprhife)
C3 © Return Rx lDt MwlzlcmpY) 4
C3 0 Rrmam Recaipt (electrm,Q) 4 Posurl k
C) © Certified M41 %TV1 ClOtl Delivery S Here
f--j 0 Adult Sio-dum Poequired S
© Rduh Signature Restricted De%mro $
C7 Postage
v S
Tots; Poata•
S Dennis Bledsoe
SerrlTn Surry County Public Works
PO Box 342
Dobson, NC 27017

Certified Mali service provides the following benefits:
+ A mce-pt [Skis PAMMe Certified Mail label). for an electronic ratum receipt, see a retail
+ A unique idenb r mailpiece. associate for assistance. To receive a duplicate
+ El"onk v Ocu- f delivery or attempled ratum receipl for no aftimnal fee, present this
delivery. USPS3�-postmarked Cerbfiad Mad receipt to the
■ A record of delivery fincluding Ile redpkenl's
signature} that is retained by the Postal Service —
for a specified period.
important Reminders.
+ You may purchase CerSfied Mail service with
First -Class Mail°, FrSt•Class Package Service°,
or Priority Marl' service.
■ Certified Mall service Is not avaitable for
bftemadonal mall.
■ Insurance coverage Is rrof avalleble for purchase
with Certified Mail servlce.lioNmver, the purchase
of Certified Mail service does not change the
Insurance coverage automatically included vAth
certain Priority Mail items.
+ For an additional fee, and wtih a proper
endorsement on the mailpieoe, you may mquast
Cie follovdng semlces:
- Retufn receipt service, which "Ides a record
of delivery (Including the recipient's signature).
1 You can raqunt a hardcopy rMum receipt or an
aiectdnic version. For a hardeopy, return receipt,
complete PS Form 3811, ❑omeso'c Return
1bceiAr; attach PS Perm 3811 to your mailpiNW
Restricted delivery service, wtFh provides
delivery to the addressee specified by name, or
to Ile addressee's autildh2ed agent.
Adull signature service, which requires the
signee to be at least 21 years of age (not
available at retail}.
Adult signature restr cM delivery service, which
requires Me signee in be at least 21 years of age
and provides delivery to the addressee specified
by name. or to the addressee's authorized agent
(not available at retail).
■ To ensure that your Cortified Mall receipt Is
accepted as legal proof of malting, tt should bear a
LISPS postmark If you would like a postm.A an
this Certified Mall receipt, please present your
Umfled Mail item at a Post Office" for
postrmarking. If you don't need a postmark on this
Cerbfled Mail receipt, detach the barcoded portion
Of this label, affix it to the mailpiece, apply
appropiials postage, and dapa54 the mail piece.
lKFVFrTW. Saris this recalpt tar roc.=ior .
i PS Fo" 3W. April 2015 r+ l PSN 76W-02-0Oo-5i7<7