WI0500242_APPLICATION FOR PERMIT_20100112

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
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
• 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): r'Q5 [ ati
GENERAL INFORMATION:
1. Applicant's Name(generally the responsible party): United Parcel Service
Julie straub2. Signing Official's Name*: Title:
* Signing Official must be in accordance with instructions in part VI on page 7.
3. Mailing address of applicant: UPS Corporate Plant Engineering 55 Glenlake Pkwy NE,
City: Atlanta State: GA zip: 30328
Telephone number: 4o4.a2s.a99i Fax number: 404.828.6347
4. Property Owner's Name(if different from Applicant): N/A
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: Mr. Matt Schnabrich Title: Staff Engineer
Company: ARCADIS U.S., Inc.
Address: 2464 Fortune Drive, Suite 170
City: Lexington State: xY Zip: 40509
Telephone number: 859 253 9036 _Fax number: 859 253 9136
Email Address: [e-mail]
II. PERMIT INFORMATION:
1. Project is: 4 ( 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 and the issuance date
For renewal without modifications, fill out sections I & II 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-5I/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/Type ST Wells—Tracer Injection
111. INCIDENT & FACILITY DATA
A. FACILITY INFORMATION
1. Facility name: United Parcel Service Rocky Mount Center
2. Complete physical address of the facility: 1108 Instrument Drive
City: Rocky Mount County: Nash State: NC Zip: 27804
B. INCIDENT DESCRIPTION
I. Describe the source of the contamination:
Source of contamination was from a former leaking underground storage tank {UST} that
contained gasoline.
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):
gasoline and associated BTEX constituents
3. Has LNAPL or DNAPL ever been observed at the site(even if outside the injection zone)?
IMO If yes, list maximum measured separate phase thickness 1.2 feet
(No If no, list maximum concentration of total VOCs observed at site: ppb
4. Agency managing the contamination incident:
(ZEST Section ( Superfund Section(including REC Program and DSCA sites)
( DWQ Aquifer Protection Section ( Solid Waste Section
( Hazardous Waste Section (Other:
5. Incident managers name Brenda Hafshejani _and phone number 919-733-8486
6. Incident number or other site number assigned by the agency managing the contamination incident:
5019
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:
I. Hazardous Waste Management program permits under RCRA: N/A
2. DWQ Non-Discharge or NPDES permits: N/A
3. County or DEH subsurface wastewater disposal permits: N/A
4. Other environmental permits required by state or federal law: NIA
Revised 6109 UIC-SI/5T Page 2 of 7

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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
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 (OEES) of the Division of Public Health, Department of
Health and Human Services. Review the list of approved injectants or contact the U1C Program to determine if
J the injectants you are proposing have been reviewed by OEES.
Z‘.1 Injeetant: Sodium Persulfate
Concentration at point of injection: 25 g/L
Percent of injectant if in mixture with other injectants: 2 i-4%
Njectant: Ferro Sulfate - Activating agent for Sodium Persulfate
concentration point of injection: 2 g/L
Percent of injectant if in mixture with other injectants: 0.2%
njectant: Citic cid - Activating agent for Sodium Persulfate
Concentration t point of injection: 0.2 g/L
Percent of injectant if in mixture with other injectants: 0.0216
Injectant:
Concentration at point of injection:
Percent of injectant if in mixture with other injectants:
2. Source of fluids used to dilute or chase the injectants listed above:
(None
Municipal water supply
(Groundwater from private well or any well within 1/4 mile of injection site
( Air
(Other:
3. If any well within 1/4 mile of injection site,a private well,or surface water is to be used as the fluid source, supply
the following information:
N/A
a. Location/ID number of source:
b. Depth of source:
c. Formation:
d. Rock/Sediment type:
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 for a closed-loop groundwater remediation permit using application form
GWRS.
Revised 6/09 UIC-5I/5T Page 3 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells—In Situ Groundwater Re►nediation/Type 5T Wells—Tracer Injection
B. PROPOSED OPERATING PARAMETERS
1. Duration of Injection Operation: 1 month to 2 years
a. Maximum number of separate injection events: Less than 4 based on effectiveness
b. Expected duration of each injection event: 4, ys
c. Expected duration between events(if more than one event): 6-12 months
2. Injection rate per well: 0.5 - 2.3 gallons per minute(gpm)
3. Total Injection volume: '500 gallons per day(gpd); 20,000 gallons per event(if separate events)
4. Injection pressure:_ < 5 pounds/square inch(psi)
5. Temperature at point of injection: 55-70 °F
6. Briefly describe how the above parameters will be measured and controlled:
Injection system will contain flow meters, pressure gauges, and a thermometer. Injection
manifold will also contain ball and globe valves for flow regulation.
7. Estimated hydraulic capacity of the well: 2 gpm
C. INJECTION WELL CONSTRUCTION DATA
1. Injection will be via:
( xisting well s proposed for use as an injection well. Provide the data in(2)through(6)below to the best of
you . e.ge.
( 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: Geologic Exploration
NC Well Contractor Certification number:
3. Date to be constructed: 2 Nov 2009 Number of borings: 8
Approximate depth of each boring(feet): 26
4. Screened interval/Injection interval of injection wells:
Depth: 16 to 26 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: ( PVC ( tainless s[ee Other:
Casing depth: 0 to 16 ft.
6. Grout(N/A if injection is through direct push rods):
Type: Ccemerip ( Bentonite ( Other:
Grout depth: 0 to 16 ft.
Revised 6/09 UIC-5I/51. Page 4 of 7

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APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S)FOR INJECTION
Type 5I Wells—In Situ Groundwater Remediation/Type ST Wells—Tracer Injection
V. ATTACHMENTS
Provide the foIIowing 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 action(s).
NOTE: G.S. 89E-18 requires that any geologic plans, reports, or documents in which the performance is related to the
public welfare or safeguarding of the environment be prepared by a licensed geologist or subordinate under 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 sealed 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 Ethology;
(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 including 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 6/09 UIC-5I/5T Page 5 of 7

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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 any 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 may result from the injection and other
parameters which may serve to indicate the progress of the intended reactions, such as pH, 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'/4 mile 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'/4 mile of the injection well or well system;
e. all surface water bodies within'A mile of the injection well or well system;and
f. all existing or abandoned wells within'/4 mile of the injection well(s)that 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-section(s)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 UIC-5I/5T Page 6 of 7

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APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S)FOR INJECTION
Type 5I Wells—In Situ Groundwater Remediation I Type 5T Wells—Tracer Injection
VI. CERTIFICATION(to be signed as required below or by that person's authorized agent) ;
NCAC 15A 2C.0211(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 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 ., j
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 of fines and imprisonment,for submitting
false information. I agree to construct,operate, maintain,repair, and if applicable, abandon the injection well(s)
and all related appurtenances in accordance with the approved specifications and conditions of the Permit. i
Printed Name and Title: Julie Straub
dc-
Signature:itii..ei letti;
Date: I/oZ_I/O
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VII. CONSENT OF PROPERTY OWNER (if the property is not owned by the applicant)
("Owner"means any person who holds the fee or other property rights in the well being constructed. A well is
real property and Us 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
(Title I5A NCAC 2C.0200).
Printed Name and Title: Julie Straub
Signature: &to
Date: f�/gha
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Submit TWO copies of the completed application package,including all attachments,to:
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UIC Program
DWQ-Aquifer Protection Section
1636 Mail Service Center
Raleigh,NC 27699-1636
Telephone[phone]
Revised 6/09 1.1IC-5I15T - Page 7 of 7

ARCADIS
Attachment to the Application
for Permit to Use Wells for
Injection
Ry Ge r,P.E.
Pr ject gineer UPS-Rocky Mount Center, North
Carolina
ittf6t-Hugh Devery
Project Manager
I, Ryan Gerber ,a Professional Engineer for Prepared for
ARCADIS, Inc., do certify that the information contained in this United Parcel Service
attachment is correct and accurate to the best of my knowledge.
SEAL Prepared by:
) ,�11,111111f1
�� CAf30/i�� ARCADIS,Inc.
- i 801 Corporate Center Drive
i
4P41/41.e• Suite 300
p Raleigh
SEAL "1 North Carolina 27607
• 03 510 -
v _ Tel [phone]
Fax [phone]
/ /�! [ Out Ref.:
ARCADIS, Inc., is licensed to prac ngineeringlgeology in 80038307.0001.00200
North Carolina. The certification numbers of the corporation are:
Date:
Engineering: C-1869
January 14,2010
Geology: C-155
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged,confidential and exempt from
disclosure under applicable law.Any
dissemination,distribution or copying of
this document is strictly prohibited.

ARCADIS
List of Acronyms
LIST OF ACRONYMS
ARCADIS ARCADIS, Inc.
bgs below ground surface
BTEX Benzene, Toluene, Ethylbenzene, and Xylene
DCE Dichloroethene
DO Dissolved Oxygen
DRO diesel range organics
ERD Enhanced Reductive Dechlorination
GIS geographical information system
GRO gasoline range organics
IDW Investigative Derived Waste
ISCO In-Situ Chemical Oxidation
MCLGs Maximum Contaminant Level Goals
MCLs Maximum Contaminant Levels
MDL Method Detection Limit
mg/kg milligrams per kilogram
mglL milligrams per liter
MNA Monitored Natural Attenuation
MSCC Maximum Soil Contaminant Concentration
NAPL Non-Aqueous Phase Liquid
NCDENR North Carolina Department of Environment and Natural Resources
O&M Operations and Maintenance
ORP Oxidation Reduction Potential
PCE tetrachloroethene
PID photo-ionization detector
ppm parts per million
SVOC Semi-Volatile Organic Compound
TCE trichloroethene
TCLP Toxicity Characteristic Leaching Procedure
TPH total petroleum hydrocarbons
TOC Total Organic Carbon
pg/kg micrograms per kilogram
pg/L micrograms per liter
UPS United Parcel Service
USEPA U.S. Environmental Protection Agency
VOCs Volatile Organic Compounds

ARCADIS
Site Information
Section
SITE INFORMATION SECTION
SITE INFORMATION
Section 1: Site Identification
Date of Report: January 14,2010
Facility ID: ; UST Incident Number 5019
Site Risk: High Site Rank:H155D
Land Use Classification: Industrial
Site Name: UPS-Rocky Mount Center
Site Street Address: 1108 Instrument Drive
City/Town: , Rocky Mount
Zip Code: 27804
County: Nash
Description of Geographical Data Former UST located beneath asphalt parking lot adjacent to and east of
Point: UPS facility
Location Method: Map
Latitude/Longitude: 36.00.25/77.47.19
Section 2: information About Contacts Associated with the Leaking UST System
UST Owner: United Parcel Service,Inc. Phone:[phone]
UPS Corporate Plant Engineering,55 Glenlake Pkwy NE,Atlanta,GA 30328
UST Operator: UPS Rocky Mount Center Phone:[phone]
1108 instrument Drive,Rocky Mount,NC 27804
Property Owner: UPS Rocky Mount Center Phone:[phone]
1108 Instrument Drive,Rocky Mount,NC 27804
Property Occupant: UPS Rocky Mount Center Phone:[phone]
1108 Instrument Drive,Rocky Mount,NC 27804
Consultant: ARCADIS U.S.,Inc. Phone:[phone]
975 Cobb Place Blvd.NW,Suite 311,Kennesaw,GA 30144
Analytical Laboratory: Test America Phone:[phone]
• Certification number- NC DWQ:269;NC DHHS: 13701
Section 3: Information About Release
Date Discovered: April 10, 1989
Quantity of Release: 2,240 Gallons
Cause of Release: Unknown
Source of Release: UST or associated piping
Size/Content of UST 10,000 Gallons/Unleaded Gasoline
Criteria Used to Classify Release Source Concentrations and Site conditions
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ARCADIS
Table of Contents
LIST OF ACRONYMS
SITE INFORMATION SECTION ii
1. Introduction 1-1
2. Site History 2-1
2.1 Initial Site Abatement 2-1
3. Hydrogeologic Description 3-1
3.1 Regional Geology and Hydrogeology 3-1
3 2 Site Geology and Hydrogeology 3-2
4. Injection Fluid Composition 4-1
5. Injection Rational 5-1
6. Injection Procedure and Equipment 6-1
7. Monitoring Plan 7-1
8. References 8-1
Tables
Table 1 Well Construction Data
Table 2 Current and Historical Groundwater Elevations
Table 3 Summary of Groundwater Sampling Results
Figures
Figure 1 Site Location
Figure 2 Site Map
Figure 3 Geological Cross Section
Figure 4 Groundwater Potentiomentric Surface Map
Figure 5 Groundwater Concentration Map
Figure 6 Groundwater Contaminant Iso-Concentration for Benzene
Figure 7 Groundwater Contaminant Iso-Concentration for Toluene
ni

ARCADIS
Table of Contents
Figure 8 Groundwater Contaminant iso-Concentration for
Ethylbenzene
Figure 9 Groundwater Contaminat Iso-Concentration for Total
Xyienes
Figure 10 Proposed Well Layout for ISCO Injection Network
Figure 11 Geologic Cross Section Showing Propsed ISCO Injection
Network
Figure 12 ISCO Process and Instrumentation Diagram
Appendices
Appendix A Material Data Safety Sheets
iv

Attachment 1
ARCADIS
Introduction
1. Introduction
ARCADIS U.S.. Inc (ARCADIS)has prepared this Attachment to the Application for
Permit to Use Wells for Injection on behalf of United Parcel Service (UPS)for the UPS
Rocky Mount Center (Site)located in Rocky Mount. Nash County, North Carolina.
The purpose of this attachment is to provide additional Site data and remedial system
details to facilitate evaluation of the proposed injection plan. This attachment is
organized into the following Sections:
• Section 1, Introduction -discusses the purpose and organization of the
attachment:
• Section 2, Site History -discusses the information relevant to the Site history in
regards to Site usage, origin of contamination and previous remedial actions;
• Section 3, Hydrogeologic Description -discusses the regional geologic setting,
lithology, and hydraulic conductivity.
• Section 4, Injection Fluid Composition -describes the chemical and physical
characteristics of the injectant:
• Section 5, injection Rational- discusses rationale for selecting the injectants;
• Section 6; Injection Procedure and Equipment- provides a detailed description
of all planned activities related to the proposed injection;
• Section 7, Monitoring Plan-describes the plan for monitoring the results of the
injection
• Tables Section, Well Data-provides tabulation of data on all existing or
abandoned wells; and
• Figures Section - provides supporting figures.
1-1

Attachment I
ARCADIS
Site History
2. Site History
The UPS Site is located north of Instrument Drive and west of Richard Drive in Rocky
Mount, Nash County, North Carolina (Figure 1). The Site consists of the UPS Building
which is a parcel distribution facility with an asphalt paved parking lot and grassy areas
adjacent to the building (Figure 2). The Site is surrounded by agricultural fields
approximately 1000 ft to the north, by an asphalt parking lot immediately to the east of
the Site (across Richard Drive). The Site is located in an industrial/commercial area
with residential properties to the south and west of the Site.
Historically, two USTs were located on the Site, one to the south the other to the east
of the UPS building. The USTs have since been removed and the excavation limits are
presented on Figure 2. The USTs were removed during April of 1989. The tank on
the south side of the building was a 250 gallon (gal)tank made of steel construction
and had previously contained used oil. The tank on the east side of the building was a
10,000 gal tank made of steel and formerly contained unleaded gasoline (Law. 1989a).
A leak was suspected in the 10,000 gal UST upon the failure of a tank tightness test
and was subsequently reported to the Department of Natural Resources and
Community Development (NRCD)on April 10, 1989. It is suspected that the UST
leaked approximately 2,240 gallons of unleaded gasoline(Law, 1989a).
2.1 Initial Site Abatement
UPS began initial abatement measures and performed a site check for the suspected
gasoline leak as required by USEPA 40 CFR Part 280.62, Subpart F. Free product
was removed from the location of the tanks. In addition, soil samples were collected
for laboratory analyses from the tank excavation and to determine if petroleum
hydrocarbons were present in the surrounding soils. Gasoline odors were noted as
originating from the soils surrounding the tank and readings on a photoionization
detector(PID)indicated that soil contamination was present (Law, 1989b).
Source removal of petroleum contaminated soils was conducted in 1989 by excavation
(Law, 1989b). In addition to the tank removal and soil excavation actions, recovery
wells were installed in May 1989 for remediation of impacted groundwater. A pump
and treat system was installed in August 1993 and was operated until February 1996.
Groundwater extracted from the three recovery wells was treated and discharged into
an infiltration gallery located upgradient of the former UST. Locations of the recovery
wells and inactive infiltration gallery are depicted on Figure 2.
2-1

Attachment 1
ARCAD IS
Hydrogeologic Description
3. Hydrogeologic Description
Site topography is relatively flat with minimal topographic relief. Storm water flows in a
southerly direction towards Compass Creek (Figure 1). A drainage swale is located
approximately 10 feet (ft)south of the parcel sorting building. Figure 3 shows a
geological cross section of the Site based upon historical borings. Construction details
of all wells identified within approximately 1/4 mile from the former UST are included on
Table 1. Current and historical groundwater elevations measured in the Site
monitoring wells are presented on Table 2. A potentiometric surface map is provided
as Figure 4. Historical groundwater elevation data obtained during previous
groundwater monitoring events indicate that shallow groundwater flows generally to the
north-northeast with a horizontal gradient of approximately 0.0004 ft/ft(ARCADIS.
2008).
Analytical data from groundwater collected in Site monitoring wells from 1990 to April
2009 is presented in Table 3. The data from recent sampling events is included on
Figures 5 through 9.
3.1 Regional Geology and Hydrogeology
The United Parcel Service facility in Rocky Mount is located near the fall line which
separates the Atlantic Coastal Plain Physiographic Province from the Piedmont
province. The Coastal Plain of North Carolina is comprised of flat lying to very gently
dipping sedimentary strata which overlay a "basement" of crystalline rocks. In
aggregate, these deposits form a wedge-shaped mass that gradually thickens from a
feather edge at its western border, where Coastal Plain sediments"lap onto" crystalline
rocks of the Piedmont Province, to a section nearly 10,000 feet thick at Cape Hatteras.
Coastal Plain sediments are predominantly sand and silts and clays, but a wide range
of lithologies and degrees of induration occur within the section. These primarily
include clay and silt shale, glauconitic and phosphatic Sands, highly fossiliferous sand
and clay, many varieties of carbonate, and peat.
Rocky Mount is located near the upper(or inner)coastal plain. Through the middle
and upper(or inner) Coastal Plain elevations gradually rise to several hundred feet
above mean sea level. Dissection of the Coastal Plain surface becomes more marked
in these areas, especially adjacent to the major rivers. Bluffs up to 50 feet are routinely
developed on the southwest or right banks of these rivers.
3-1

Attachment 1
ARCAD1S
Hydrogeologic Description
The Piedmont Region, lying between the Coastal Plain and the Blue Ridge Mountains,
is bounded on the east by the fall line and on the west by the Blue Ridge escarpment.
The Piedmont is about equal in size with the Coastal Plain, occupying about 45 percent
of the area of the state. Elevations range from 300 to 600 feet above sea level along
the eastern border and gradually rise to the west to about 1,500 feet above sea level at
the foot of the Blue Ridge scarp.
The Piedmont is an ancient erosion surface characterized by gently rolling hills with a
few hundred ft of local relief. Standing above this surface are mountainous remnants
or monadnocks composed of more erosion resistant rock than that which surrounds
them.
The rolling topography with well-rounded hills and long low ridges, for which the
Piedmont is noted, is the result of streams eroding rocks of unequal resistance. The
rocks of the Piedmont are, for the most part, metamorphosed and deeply weathered.
Outcrops are most common in stream bottoms and on the steeper slopes and,
conversely, deep weathered material can vary greatly over a few tens of feet. Some
rock types, such as argilltte in the Carolina Slate belt are not deeply weathered which
results in shallow soil and saprolite.
Because of similar rock types, structures and aerial distribution, the Piedmont is
divisible into parallel geologic belts oriented in the northeast to southwest direction.
Rocky Mount is located near the eastern edge of the Eastern Slate Belt. In this area,
low-grade metamorphic rocks are overlain by upland alluvial and marine sedimentary
sands, clays, and gravels typical of coastal plan sediments. Groundwater is available
from the sand layers and from fractures in the underlying slatelike rocks. Yields of
individual wells in this area are commonly less than 50 gallons per minute (Law, 1989).
3.2 Site Geology and Hydrogeology
The stratigraphy of the Site generally consists of interbedded sands, silts, and clays
within the top 14 feet of the soil profile. Below 14 ft bgs to a depth of 40 ft bgs, the soils
consist mostly of sand with varying amounts of clay to little or no clay in the medium to
coarse sand layers. The colors of these sands are white, pink, and reddish brown. A
three to eight foot thick purple clay layer exists below approximately 18 feet. Measured
groundwater levels are 15 to 17 feet below existing grades in the area.
3-2

Attachment 1
ARCADIS
Hydrogeologic Description
Following installation of the investigation wells(IW-1 through IW-8) in November 2009,
a falling head test was conducted on two wells at the Site. This test was conducted by
administering potable water to the well such that the water level rose to the top of the
well column. Once filled, a water-level indicator was placed in the well and periodic
measurements (every 15 seconds)were collected to evaluate the rate at which the
water returned to static conditions. The injection rates for use in this approach were
therefore determined by evaluating the total volume of water falling over each of time
increments. Based on these data, a maximum injection rate of approximately 2.3
gallons/minute was recorded. As these represent ideal conditions, the rate of delivery
expected during the injection event is approximately 0.5—2.3 GPM.
3-3

Comprehensive Site
ARCADIS Assesment Addendum
injection Fluid Composition
4. Injection Fluid Composition
The proposed injection fluid will be composed of potable water from the Rocky Mount
Municipal Water Supply, mixed with sodium persulfate to a concentration of between 2
and 4%weight of sodium persulfate/weight of water. Additionally, ferrous sulfate and
citric acid will be added to the solution at concentrations of 0.2% weight/weight and
0A2%weight/weight, respectively. Material Data Safety Sheets for these three
chemicals are included in Appendix A.
4-1

Comprehensive Site
Assesment Addendum
iRCA[l -
Injectfon Rational
5. Injection Rational
The goal of the planned remediation injections is to chemically degrade target
constituents (primarily BTEX constituents) in saturated soil and groundwater at the Site
that are currently at levels significantly above the North Carolina Administrative Code
2L groundwater standards (NCAC 2L groundwater standards). The injections will not
likely achieve all groundwater standards immediately, but the intent is that
concentrations will be reduced significantly to levels that will allow natural attenuation
to achieve groundwater standards in a reasonable timeframe.
Injection volumes per well for the proposed events were determined by multiplying the
vertical height of the well screen by the radial surface area required to achieve
complete distribution within the treatment area. This value was converted from cubic
feet to gallons and then multiplied by the anticipated porosity of the subsurface that will
accept fluid during the injection (the mobile porosity). Based on ARCADIS' experience,
mobile porosities are less than 10% at sites with similar lithologies to that observed at
the UPS Rocky Mount Center Site. Therefore, the anticipated injection volume per well
10 ft x 3.14 (rr)x (10 ft x 10ft)x 10% x 7.481 gal/cf= 2.350 gallons.
Prior to injection, two solutions will be mixed on-site in separate small-volume high-
density polyethylene (HDPE)tanks. These include dilute solutions of sodium
persulfate (2-4%wt/wt)and a combined solution of ferrous sulfate (0.2%wt/wt) and
citric acid (0.02% wt/wt). Each tank will be subsequently mixed and injected. Between
the mixing unit and the subsurface, contact between the chelated iron and each
persulfate anion will split to generate two sulfate radicals. Sulfate radicals have similar
oxidation potential to hydroxyl radicals (2.6 millivolts (mV)), but do not result in the
same quantity of heat and gas generation as observed in Fenton's type approaches.
The reaction kinetics are slower and thus persulfate anion is available for treatment
over longer durations (1 —2 months). This allows for migration of the oxidant into the
less mobile pore spaces for treatment of hydrocarbons. Further consumption of the
sulfate radical will result in sulfate formation within the treatment area. In typical
anaerobic systems(as observed at most hydrocarbon sites), sulfate is preferentially
consumed as an electron acceptor via anaerobic biological oxidation mechanisms.
Thus, while sulfate concentrations are expected within the injection area, these
concentrations will be consumed as treated groundwater is diluted with ambient
groundwater outside of the injection area. Sulfate concentrations will also provide
further benefit with this approach, as existing hydrocarbon impacts outside of the
injection area will degraded via the anaerobic oxidation pathway.
5-1

Comprehensive Site
Assesment Addendum
ARCADIS
Injection Rational
A bench-scale oxidation study was conducted to evaluate the required dosing
concentration of activated persulfate. The injection concentration of 2-4%wtlwt was
determined as sufficient to overcome the existing natural oxidant demand of the
ambient soil matrix to enable hydrocarbon destruction. Based on the observed
footprint of the plume, the slow hydraulic gradient at the Site, and the localized injection
area, it is anticipated that dosed oxidant will be consumed within the immediate vicinity
of the injection wells within 1 —2 months.
5-2

Comprehensive Site
ARCADIS Assesment Addendum
Injection Procedure and
Equipment
6. Injection Procedure and Equipment
The existing Site maps and well locations as well as a conceptual process and
instrumentation diagram are attached the in Figures section of the report.
Approximately 2,350 gallons of the injectant solution will be delivered to each of the
eight proposed injection wells (IW-1 through IW-8). Each of the eight monitoring wells
proposed for injection are screened from 16 to 26 feet below ground surface and are
constructed with 2 inch well casings. During the injection event, field crews will
mobilize to the Site to set up and stage the required above-ground equipment. Tanks,
manifolds, and the pump will be configured to allow injection into all eight wells
simultaneously. Flow will be regulated by adjusting the noted valves and pumping
rates, and caution will be taken to ensure that wellhead pressures are kept below 5
psi. Based on the total estimated volume per well (2,350 gallons) and the anticipated
injection rate (1.5 gpm), each injection event will take approximately 4 5'days to
complete.
The injection schedule will consist of an initial injection event which would occur within
approximately one to two months of approval of the UIC permit. The initial injection
event would occur over approximately 4 to 5 days and would be followed by quarterly
performance monitoring events. Based on evaluation of the data gathered during the
monitoring event, a potential second injection event would be conducted. Quarterly
monitoring would again be conducted and evaluated. A third injection event would be
conducted if Site data indicated that an additional injection was warranted. Timing of
the potential second and third injection events is not currently know and would be
dependent on evaluation of Site data trends after the initial injection.
6-1

Comprehensive Site
Assessment Addendum
ARCADIS
Monitoring Plan
7. Monitoring Plan
During the injection event, groundwater samples will be collected every 1 to 2 hours
from the closest monitoring wells surrounding the proposed injection wells (MW-4. MW-
7. MW-8, MW-PT; and IOW-C)to monitor the dose-response of the injection. These
samples will be analyzed in the field for persulfate, pH, oxidation-reduction potential,
temperature and conductivity to assess arrival of the injectant solution in areas
surrounding the proposed injection wells.
Additional groundwater monitoring will be conducted during baseline (pre-injection) and
approximately 3 months, 6 months, 9 months and 12 months after completion of the
first injection event. Three proposed injection wells (IW-1, IW-3, and IW-7) and six
existing monitoring wells (MW-4, MW-7 MW-8, MW-10, MW-PT and RW-C)will be
sampled, and groundwater samples will be analyzed in a laboratory for target
constituents BTEX, MTBE, and IPE as well as sulfate, total and dissolved iron,
dissolved carbon dioxide and metals per EPA 3030C. Field analysis of persulfate, pH,
dissolved oxygen, oxidation-reduction potential, temperature and conductivity will also
be performed on the groundwater samples. These monitoring events will help to
evaluate effectiveness of the injection at reducing target constituents
If warranted based on evaluation of the monitoring data, an additional injection event
would be conducted approximately 10-12 months after completion of the first injection
event. The second injection and subsequent monitoring events would be conducted in
a similar manner to the first injection. Pending evaluation of data from the second
injection event, a third injection may be conducted.
7-1

Comprehensive Site
Assesment Ad. •ndum
ARCM
Monitoring P .n
7. Monitoring Plan
During the injection event, grou +water samples will be collected every 1 to 2 h..
from thesest mmnitoring wells so-rounding the proposed injection wells (M -4, MW-
7, MW-8, MW-PT, and RW-C)to mo 'tor the dose-response of the injectio . These
samples will be analyzed in the field fo .ersulfate, pH, oxidation-reducti• potential,
and conductivity to assess arrival of the i '-ctant solution in areas sur•.unding the
proposed injection wells.
Additional groundwater monitoring will be conducted approxi •.tely 3 months and 9
months after completion of the first injection event. hree p•✓posed injection wells (IW-
1, IW-3, and IW-7) and three monitoring wells (MW-• M -8, and MW-PT)will be .4-- /'- #0
sampled, and groundwater samples will be analyzed i- . laboratory for target
constituents BTEX, MTBE, and IPE as well as sul€. an. total and dissolved iron.
Field analysis of persulfate, pH, dissolved oxyge►, oxidatio eduction potential, and
conductivity will also be performed on the gro dwater sampl_ . These monitoring
events will help to evaluate effectiveness of e injection at redu. ng target
constituents.
If warranted based on evaluation of e monitoring data. an additional i 'ection event
would be conducted approximate 10-12 months after completion of the st injection
event. The second injection a i subsequent monitoring events would be c. ducted in
a similar manner to the first'•jection. Pending evaluation of data from the se +nd
injection event, a third inj: tion may be conducted.
7-1

_ I
8. References
BBL,2003.System Enhancement Recommendation Report
Law Engineering (Law). 1989a. Initial Site Characterization and Free Product
Removal. United Parcel Services, Rocky Mount, North Carolina.
i t
Law Engineering (Law). 1989b.Corrective Action Plan, United Parcel Services. Rocky
Mount, North Carolina.October 31.
City of Rocky Mount, NC(Rocky Mount).2008.Water and Sewer Services. Annual
Water Quality Report,Water testing performed in 2008. Internet Access.
http:I/www.rockvmountnc.aov/utilitiesldocuments/CCR2008.pdf. 15 Oct 2009.
Nash County. 2009. Nash County Department of Planning and Development.GIS
Search Internet Access.
http://www.co_nash.nc.us/Departments/PlanninaandDevelopmentJGlS/GISSea
rchFAQ.asox
North Carolina Geological Survey(NCGS). 1985. Geology of North Carolina(Map).
United States Geological Survey(USGS). 1996. Hydrogeologic Framework of the
North Carolina Coastal Plain. U.S.G.S.Professional Paper 1414-I. Figures 12
and Plate 7.
ARCADIS.2008. Natural Attenuation Monitoring Report,June 2008. United Parcel
Services. Rocky Mount, North Carolina. December 1.
8-1

ARCADlS
Tables

TABLE 1
Monitoring Well Construction Data
UPS -Rocky Mount Center
Rocky Mount, North Carolina
Groundwater Incident No. 5019
Well Screen Total Top of Casing
Well Diameter Interval Depth Elevation
Designation (inches) (ft-bgs) (ft-bgs) (ft-msl) Well Use
MW-2 2 13 - 23 23 130.02 Monitoring
MW-3 2 13.5 -23.5 23.5 129.58 Monitoring
MW-4 2 20 - 30 30 129.96 Monitoring
MW-5 _ 2 13 -23 23 129.21 Monitoring
MW-6 2 13 -23 23 130.70 Monitoring
MW-7 (D) 2 42 -47 47 129.99 Monitoring
MW-8 2 13 - 23 23 130.45 Monitoring
MW-9 2 15 - 25 25 131.27 Monitoring
MW-10 2 15 - 25 25 131.04 Monitoring
MW-11 (D) 2 59.5 - 61.5 61.5 131.16 Monitoring
MW-12 2 16 - 26 26 131.94 Monitoring
MW-13 2 15 - 25 25 129.64 Monitoring
MW-14 2 14.5 -24.5 24.5 131.63 Monitoring_
MW-15 2 15 -25 25 131.27 Monitoring
MW-16 2 15 - 25 25 _ 131.01 Monitoring
MW-17 2 17 - 25 25 131.38 Monitoring
MW-18D 2 44 -49 49 129.65 Monitoring
MW-19S 2 15 - 25 25 129.58 Monitoring
MW-PT 4 10.5 -40.5 40.5 129.58 Monitoring
RW-A 6 NA 50 129.42 Extraction (Rerediation)
RW-B 6 NA 50 129.95 Extraction (Remediation)
RW-C 6 NA 50 128.59 Extraction (Remediation)
IW-1 2 16-26 26 NM Monitoring (Proposed Injection)
IW-2 2 16-26 26 NM Monitoring (Proposed Injection)
IW-3 2 16-26 26 NM Monitoring (Proposed Injection)
IW-4 2 16-26 26 NM Monitoring (Proposed Injection)
IW-5 2 16-26 26 _ NM Monitoring (Proposed Injection)
IW-6 2 16-26 26 NM Monitoring (Proposed Injection)
IW-7 2 16-26 26 NM Monitoring (Proposed Injection)
IW-8 2 16-26 26 NM Monitoring (Proposed Injection)
1212* NK NK NK _ NK Water Supply
1304* NK NK 42 NK Water Supply
1308* NK NK 36 NK Water Supply
1406* NK NK NK _ NK Water Supply
Notes:
ft-bgs = Feet below ground surface.
ft-btoc = Feet below top of casing.
ft-msl = Feet above mean sea level.
D = Deep well.
NK = Not Known
1212* = Private Water Supply Well Located at 1212 Crusenberry Road
1304* = Private Water Supply Well Located at 1304 Crusenberry Road
1308* = Private Water Supply Weii Located at 1308 Crusenberry Road
1406* = Private Water Supply Well Located at 1406 Crusenberry Road
ARCADIS Page 1 of 1

TABLE 2
Current and Historical Groundwater Elevations
UPS-Rocky Mount Center
Rocky Mount, North Carolina
Groundwater Incident No.5019
Well Top of Casing Depth to Water Level
Designation Date Elevation Water Elevation
(ft-msl) (ft btoc) (ft-msI)
4/27/2009 16.85 113.17
MW-2 6/25/2008 130.02 18.3 111.72
3/12/2007 • 15.80 114.2
4/27/2009 16.27 113-.31
MW-3 6/25/2008 129.58 _ 17.70 111.88
3/12/2007 15.30 114.28
4/27/2009 16.77 113.19
MW-4 6/25/2008 129.96 18.21 111.75
3/12/2007 15.72 114.24
4/27/2009 15.84 113.37
M W-5 6/25/2008 129.21 12.31 116.90
3/12/2007 14.76 114.45
-4/27/2009 17.58 113.12
MW-6 6/25/2008 130.70 - -
3/12/2007 16.48 114.22
4/27/2009 16.69 113.30
M W-7* 6/25/2008 129.99 18.10 111.89
3/12/2007 _ 15.65 114.34
4/27/2009 17.35 113.10
MW-8 6/25/2008 130.45 18.80 _ 111.65 '
3/12/2007 _ _ 16.24 114.21
MW-9•
6/25/2008 NG-Presumed Destroyed
3/12/2007
4/27/2009 18.01 _ 113.03
M W-10 6/25/2008 131.04 19.53 111.51
3/12/2007 16.91 114.13
4/27/2009 18.78 112.38
MW-11* 6/25/2008 131.16 18.91 112.25
' 3/12/2007 17.32 113.84
4/27/2009 18.03 113.91
MW-12 6/25/2008 131.94 19.59 112.35
3/12/2007 16.51 115.43
4/27/2009 16.18 113.46
MW-13 6/25/2008 129.64 17.58 112.06
3/12/2007 15.05 114.59
4/27/2009 18.73 112.90
MW-14 6/25/2008 131.63 _ 20.22 111.41
3/12/2007 17.62 114.01
4/27/2009 18.44 112.83
• MW-15 6/25/2008 - 131.27 19.85 111.42
3/12/2007 17.31 113.96
ARCADIS 1 of 2

TABLE 2
Current and Historical Groundwater Elevations
UPS-Rocky Mount Center
Rocky Mount, North Carolina
Groundwater Incident No.5019
4/27/2009 18.15 112.86 •
M W-16 6/25/2008 131.01 19.65 111.36
3/12/2007 17.02 113.99
4/27/2009 __ 18.24 113.14
MW-17 6/25/2008 131.38 _ 19.71 111.67
3/12/2007 17.14 114.24
4/27/2009 16.42 113.23
M W-18D* 6/25/2008 129.65 17.91 111.74
3/12/2007 16.63 113.02
4/27/2009 - 16.23 113.35
MW-19S 6/25/2008 129.58 17.69 111.89
3/12/2007 15.16 114.02
4/27/2009 16.42 113.16
M W-PT 6/25/2008 129.58 17.90 111.68
3/12/2007 15.30 114.28
4/27/2009 16.01 113.41
R W-A 6/25/2008 129.42 17.70 111.72
3/12/2007 16.56 112.86
4/27/2009 16.95 113.00
R W-B 6/25/2008 129.95 18.41 111.54
3/12/2007 16.16 113.79
4/27/2009 15.4 • 113.19
RW-C 6/25/2008 128.59 16.21 112.38
3/12/2007 14.16 114.43
Notes:
ft-btoc=Feet below top of casing.
ft-msl=Feet above mean sea level.
*Deep well.
NG=Not Gauged
-Not Found
MW-9 is presumed destroyed during demolition of landscape area and coversion to paved.
parking area by property owner
ARCADIS 2 of 2

r
- 11\
TABLE 2
I
Current and Historical Groundwater Elevations
UPS-Rocky Mount Center
' Rocky Mount,North Carolina
Groundwater Incident No.5019
Top of Casing Depth to Water Level '
Well Date Elevation Water Elevation
Designatio
(ft-msl) Sft-btoc) (ft-msl)
' 4/27/2009 16.85 113.17
MW 2 6/25/2008 130.02 18.3 111.
12/2007 15.80 1 4.2
4/ /2009 16.27 13.31 '
MW-3 6/25 -008 129.58 17.70 111.88 '
3/12/21+7 15.30 114.28
4/27/200' 16.77 113.19
A MW-4 6/25/2008 129.96 18.21 111.75
3/12/2007 15 2 114.24
4/27/2009 .84 113.37
MW-5 6/25/2008 129.21 12.31 116.90
P' ' 3/12/2007 14.76 114.45 1
4/27/2009 17.58 113.12
MW-6 6/25/2008 130. 0
`' 1 3/12/2007 16.48 114.22
4/27/2009 16.69 113.30
MW-7* 6/25/2008 9.99 18.10 111.89
1 3/12/2007 - 15.65 114.34 -
4/27/2009 17.35 113.10
MW-8 6/25/2008 130.45 18.80 111.65
"' 3/12/2'% 16.24 114.21
' 6/25. 008 MW-9 NG-Presum:• Destroyed
3 2007
4/27/2009 18.0 113.03
MW-10 6/25/2008 131.04 19.53 111.51
3/12/2007 16.91 114.13
4/27/2009 - 18.78 112.38
M 11• 6/25/2008 131.16 18.91 112.25
3/12/2007 17.32 13.84
4/27/2009 18.03 1 .91
MW-12 6/25/2008 131.94 19.59 112.a 5
3/12/2007 16.51 115.4
4/27/2009 16.18 113.46
MW-13 6/25/2008 129.64- 17.58 112.06
3/12/2007 15.05 114.59
4/27/2009 18.73 112.90
MW-14 6/25/2008 131.63 20.22 111.41
3/12/2007 17.62 114.01
4/27/2009 18.44 112.83 a
MW-15 6/25/2008 131.27 19.85 111.42
'-, 3/12/2007 17.31 113.96
t
ARCADES 1 of 2
1

TABLE 3
Summary of Groundwater Sampling Results
I1PS-Rocky Mount Center
Rocky Mount,North Carolina
Groundwater Incident No,5019
1
Wad Date C5-C8 C94;18 C9-C10
DesignationBenrane Toluene Ethylbenvane Total xytenee Total B7EA MYHE IPE Lead Sampled Aliphatic.; Aliphatic* Aromatics
•
24 Standard 1 t,000 559< 530 NE 200 70 15 420 4,200 210
OC4 Standard 5000 257,500 84,500 67,500 NE 200,000 T0,000 15,000 L NE NE NE
1W-1 11/52909 410 21,000 2,900 16,000 40,310 <2,000 <2000 NA NA NA NA
rill-2 11/521309 330 13,000 3,100 16,000 32,430 <1,000 <1,000 79 NA NA NA
IW-3 11/502009 86 1,200 1,100 5900 8,286 <200 <200 NA NA NA NA
IW-4 11/52009 <20 160 130 1,900 2,190 <200 <200 _ 190 NA NA NA
IVY-5 11/5/2009 <10 52 150 1,200 1,402 <100 <100 NA NA NA NA
IW-6 < 15/52009 460 11,000 2,900 15,000 34,360 <1000 <1000 NA NA NA NA
IW-7 1115/2009 150 4,100 2,700 14,000 20,950 <500 <500 NA NA NA NA -
1914 11/5/2009 75 380 700 2,400 3,555 <200 <200 85 NA NA NA
4/30/2009 <1 0 <5.0 <5.0 <10 - <21 <5.0 <5 0 11 NA NA NA
6252008 <1-0 <1.0 <1.0 <2_0 <5.0 <10 <10 29 H NA NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 14 NA NA NA
05/23706 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 6.3 NA NA NA
11/11/05 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5,0 NA NA - NA
10/25/04 <1.0/<1.0 <1.01<1.0 <101<1.0 <2.0/<2.0 <5,0/<5.0 <10/<10 <1.01<1.0 47/47 NA NA NA
09/04/03 <10 <1.0 <1.0 <2.0 <5.0 <10 <10 21 NA NA NA
05/15/01 <1 <1 <1 <1 <1 <8 <8 7 NA NA NA
02/01199 <1 <1 <1 <2 <2 <1 <1 NA NA NA NA
MW,2 02/01/96 ND _ ND 1 ND 5.4 5.4 6.8 NA NA NA NA NA
11/01/95 790 660 ND 730 2,180 ND NA NA NA NA NA ,
08/01/95 120 110 12 130 372 170 NA NA NA NA NA
05/01/95 120 49 ND 100 269 220 NA NA NA NA NA
02/01/95 670 170 13 380 1,233 110 NA NA NA NA NA
11101/94 640 140 23 540 1,543 38 NA NA NA NA NA
08/01/94 900 730 ND 130 2,460 330 NA NA NA NA NA
05/01/94 110 38 4.4 360 510.4 140 NA _ NA NA NA NA
02/01194 4 NO 0.6 4.6 9.3 8.2 NA NA _ NA NA NA
11/01/93 3 0.5 0.7 7.2 116 16 NA NA NA NA NA
06/01/90 ND NA NA NA ND NA NA NA NA NA _ NA
06/25/08 <10 <1.0 <1.0 <2.0 <5.0 <10 <10 9.1 H NA NA NA
03/12/07 <1.0 <1,0 <10 <2.0 <5.0 <10 <10 22 NA NA NA
05123/06 <1.0 <1.0 <1-0 <2.0 <5-0 <10 <10 15 NA NA NA
11/11/05 <1.0 <1.0 <1.0 <2,0 <50 <10 <10 <5.0 NA NA NA
10/25/04 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 18 NA NA NA
09/04/03 <1.0 <1.0 <1.0 <2.0 <-5.0 <10 <10 18 NA NA NA
05/15/01 <1 <1 <1 <1 <7 <8 <8 21 NA NA NA
02/01/99 2 <1 - <1 - 2.3 4.3 8.5 <1 NA NA NA NA
11/01/97 6.5 <1 <1 6.4 12.9 <10 NA NA NA NA NA
MW 3 02/01/96 23 35 3.3 56 122.3 13 _ NA NA NA NA NA
1110179E 24 28 2.6 30 84.6 16 NA _ NA NA NA NA
08/01/95 50 46 4 82 181,8 22 NA _ NA NA NA NA
05/01/95 42 48 3.9 80 173.9 23 NA NA NA __ NA NA
02/01/95 27 35 2.1 34 99.1 16 NA NA NA _ NA NA
11/01/94 NO NO ND 2.3 2.3 ND NA NA NA NA NA
08/01/94 46 45 ND 60 151 ND NA NA NA NA NA
05/01/94 20 5 0.9 27 52.9 3-9 NA NA NA NA NA
02/01/94 21 26 1 25 73 _ 4,6 NA NA NA NA NA
11/01/93 ND ND ND ND ND ND NA NA NA NA NA
06/01/90 , ND NA NA NA ND NA NA NA NA NA NA
04/30/09 330 5,900.0 900 4,900 J 12,030 <120 <120 9.3 NA NA NA
06/25/08 720 19,000 2,400 14,000 36,120.0 <2,000 2,000 7.8 H NA NA , NA
03/12/07 360 D 8800 0 1500 0 0300 D 18,960 <500 <500 7.9 NA NA NA
(7523106 900 12,000 1,900 10,000 24,800 27 <10 74 NA NA NA
11/11/05 820E1(4100)870E/115,0000)1,400EJ(l,9000)5.200E/ 0,0000,8,090E1{27,310D),16/(<2,000D)v I1 <10/{.<2,00004i 12 NA NA NA
1025/04 810/520 15,000/13,000 3,20612,700 10,00016,800 , 28,81025,026 7,300/6,200 <500/<500 191(17) NA NA NA
09104103 <500 8,800 1,200 6,600 16,600 <5000 <5000 9 NA NA NA
05/15/01 900 16,000 1,800 11,000 29,700 1,400 310 11 NA NA NA
02/01/99 1,200 8,900 980 6,200 17,280 140 NA NA NA NA NA
MW-4 02/01/96 1,300 _ 27,000 1,200 10,000 39,500 ND NA NA NA NA NA
11101/95 ND 32,000 1,800 10,000 _ 43,800 ND NA NA , NA NA NA
08/01/95 2,900 35,000 2,500 _ 13,000 __, 53,400 350 NA - NA NA NA NA
05/01/95 3,100 35,000 2,400 12,000 52,500 ND NA NA NA NA NA
02/01/05 3,400 36,000 2,600 13,000 55,000 ND NA NA NA NA NA
11/01/94 8,300 37,000 2,400 12,000 59700 ND NA NA NA NA _ NA
09/01794 14,000 36,000 2,600 14,000 _ 66,600 ND NA NA NA NA NA
05/01/94 10,000 29,000 2,100 13,000 62,100 180 NA NA NA NA NA
02/01/94 39,000 49,000 2,600 _ 13,000 103,600 v 470 , NA NA NA NA NA
06/01/90 19,0N 22,000 _ 1,600 0,300 49,900 NA NA NA NA NA , NA
-
05/15/01 , <1 <1 <1 <1 <1 <8 <8 29 NA NA NA
02/01/99 <1 <1 <1 <2 <2 <1 <1 NA NA NA NA
02/01/96 ND ND ND ND ND ND NA , NA NA NA NA
11/01/95 ND ND ND ND ND ND NA NA . NA NA NA
68/01/95 ND ND ND ND ND ND NA NA NA NA NA
M W-5 05/01/95 ND NO ND ND ND ND NA NA NA NA J NA
02/01/95 ND ND ND ND NO ND NA NA NA - NA V NA
11/01/94 ND ND ND ND _ ND _ ND NA NA NA _ NA NA
08/01194 ND ND NO 0.63 0.63 ND NA NA NA NA NA
05/01/94 ND ND NO ND NO ND NA NA NA NA NA
06101/90 ND _ ND NO ND ND NA NA NA NA NA NA
ARCAOIS 1 of 5

' i
TABLE 3
Summary of Groundwater Sampling Results
UPS-Rocky Mount Center
Rocky Mount,North Carolina
Groundwater Incident No.5019
Wall Data CS-C8 C9-C18 C9-C10
- DesiOoadon SmnpEed Benzene Toluene Ethyl6erEzens TotslXylensa TotalH7EX VIBE IPE Lead Aliphalics Aliphatic' Aromatics
_
04/30/09 230 110 270 - <20 610 36 <10 33 NA NA NA
-- 03112/07 110 56 170 44 380 31 <10 6 _ NA NA NA
05/23/06 2E0 140 550 16 986 <10 <10 13 NA NA NA
11/11/05 25 6.3 17 <2.0 482 <10 14 <5.0 NA NA NA
1026/04 70 10 10 <20 90 120 <10 _ <5 NA NA NA
09/03/03 65 84 150 640 920 _ <250 <250 7 NA NA NA
05/15/01 100 20 34 20 174 120 19 27 NA NA NA
02101/96 84 400 120 600 1,404 24 NA NA NA NA NA
MW$ 11/01/95 ND _ 17,000 3,200 20,000 40,200 ND NA NA NA NA NA
< 08101195 2.3 3.1 ND 6.7 12.1 18 NA _ NA NA NA NA '
05/01/95 23 78 5.1 55 159.1 38 NA NA NA NA NA
- 02/01195 4,600 .. 15,00D 1,700 9,900 31,200 ND NA NA NA NA NA
11/01/94 4,300 9,000 910 5700 19,910 ND NA NA NA NA NA
08101/94 1,900 2,400 270 1,800 6,370 590 NA NA NA NA NA
05/01194 120 170 9.8 99 388.8 140 NA NA NA NA NA •
'-; 02/01194 ie410,e0S 13,000 1,100 7,000 31,100 2,300 NA NA NA NA ' NA
06/01190 1,900 1,400 190 1,200 4,690 NA NA NA NA NA NA
04/27/09 <1.0 5.3 6.1 28 39.4 <5.0 <5.0 B NA NA NA
06/25/08 1.4 21 20 110 1524 <10 <10 <55.0 H NA NA NA I
03/12/07 <1.0 1.4 <1.0 24 3.8 <10 <10 <5.0 NA NA NA
1 05/23/06 BA 91 74 380 551 <10 <10 <5.0 NA NA NA
--- 11/11/05 <1.0 6.7 28 13 22.6 <10 <10 <5.0 NA NA NA
10)25/04 2.11(<10) 24/(22D) 211(21D) 67/(65D) 114/(108) 200E/(200D) 5.1/(<10) <5 NA NA NA
09/04/03 2.1 19 12 67 100.1 <10 11 <5 NA NA NA
05/15/01 6 51 24 140 221 <9 11 7 NA NA NA 1
D2l01198 10 79 32 170 291 1 NA NA NA NA NA 1
02/01/96 7.8 50.0 17.0 92.0 167 5 NA NA NA NA NA
-- HW T 11/01/95 13 68 24 130 233 5.9 NA NA NA NA NA
08/01/95 8.1 42 17 72 139.1 13 NA NA NA NA NA
_ 05/01/95 92 - 57 19 90 174.2 7 NA NA NA NA NA
' 02101/95 13 80 26 12D 239 9.6 _ NA NA NA NA NA
,- 11/01194 14 88 31 160 293 ND NA NA NA NA NA -
08/01/94 13 52 18 100 183 1.8 NA NA NA NA NA
05/01/94 21 130 38 _ 200 389 2.9 NA NA NA NA NA ,
02/01/94 14 74 21 110 219 3.6 NA _ NA NA NA NA
• 11/01313 28 160 44 210 - 442 7.8 NA NA NA NA NA
03/01/91 15 67 13 85 160 ND NA NA NA NA NA
' 06/01190 31 110 20 98 259 NA NA NA NA NA NA
04/30/09 940 4,800 1,400 5,200 12,340 <120 <120 35 NA NA _ NA
06225/08 510 620 400 210 1,740 64 50 66 H _ NA NA NA
03/12/07 79 0 330 D 270 D 300 D 978 <20 <20 17 NA NA NA
05/23/06 1,500 8,800 1,500 4,700 14,500 <10 <10 33 NA NA NA
' 11/11/05 55 340 59 140 594 '<50 <50 <5.0 NA NA _ NA
1025/04 360 _ 370 680 <200 1,410 1,700 <100 34 MA NA NA
09/03/03 260 1,200 780 2,500 4,740 <1000_ <1000 23 NA NA NA
05/15/01 400 490 310 930 2,130 400 87 20 NA NA NA
02/01819 1,700 19,000 2300 12,000 35,000 200 <200 NA NA NA NA
02/01/96 38 29 28 190 285 17 NA NA NA NA NA
11/01/95 5.8 5.8 3.6 23 382 3.4 NA NA NA NA _ NA
_ caroms 26 31 24 150 231 17 NA NA NA NA NA
05/01/95 22 35 22 170 249 ND NA NA NA NA NA
02/01/95 11 12 4.2 29 56 7.7 NA NA NA NA NA
11/01/94 170 - 360 27 150 707 4.3 NA NA NA NA NA
•i h 08/01/94 110 170 _ 18 170 468 12 NA NA NA NA NA
05/01/94 490 970 190 1,200 2,850 47 NA _ NA NA NA NA
02/01/94 4,500' 4,000 350 2,400 11,250 1,000 NA _ NA NA NA NA
11/01/93 3,100 3,900 110 2,000 9,110 250 NA NA NA NA NA
05101190 3,800 5,900 600 3,700 14,000 NA NA NA NA NA' NA
, 09/04/03 NS-Deatroted -
,I 05/15/01 59 ' 5.6 <1 ' 110 175 e8 <8 14 NA NA NA
02/01/96 3,300 1,800 110 2500 7,510 570 NA NA NA NA- NA
-- 11101/95 510 74 ND 420 1,004 160 NA NA NA NA -NA
08/01/95 190 12 ND 150 352 BO NA NA_ NA NA NA
05101/95 130 3.2 ND 76 209.2 B0 NA NA NA NA NA
' MW-91 02/01195 4 ND ND 2 6 10 MA NA NA NA NA
11/01)94 6.7 ND ND 4.6 13.3 3.1 NA NA NA NA _ NA
' 08/01/54 S3 3 ND 30 86 48 NA NA NA NA NA
--" 05/01/94 14 2.B 3.1 38 57.9 28 NA NA NA NA _ NA
02101/94 55 2.2 ND 20 77.2 360 NA NA _ NA NA NA
- 11/01/93 43D 17 ND 190 637 1,000 NA NA NA NA NA_
', 04/01/91 ND ND ND ND ND 61 NA NA NA NA NA
•
- ARCADES 2 of 5
f
i

/I
TABLE 3
Summary of Groundwater Sampling Results
_, UPS-Rocky Mount Center
Rocky Mount,North Carolina
Groundwater Incident No.5019
Well Oats Benzins Tolueno Ethylbemne Total Xylsnes Total BMX MTBE IPE Lead C5t8 C84 i8 C9�i0
m
- Designation Sampled Allphatics Aliphatim Aromatics
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <1 D 18 NA NA NA
- 05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 9,5 NA NA NA
10/25/04 <1.0 <1.0 <1.0 4.0 <5.0 <10 _ <1 D 15 NA NA NA
09/02/03 <1.0 <1.0 <1.0 4.0 <5.0 <10 <10 12 NA NA NA -
05115101 <1 <1 c1 <1 <1 <8 <8 57 NA NA NA
02/01/99 48 92 46 140 328 - 57 <t _ NA_ NA NA NA
02/01/98 35 27 8.8 150 221 9 NA NA NA NA NA
_. 11/01/95 81 28 17 - 190 316 41 NA NA NA NA NA
1 MIN-10 08101/95 1 ND ND ND 1 ND NA NA NA NA NA •
' 05/01/95 ND ND ND ND ND 1.8 NA NA NA NA NA
02/01/95 22 ND ND 13 35 12 NA NA NA NA NA
11/01/94 16 _ _9,9 1A 27 54.3 ND NA NA NA NA NA '
_ 08101/94 6.7 4.7 0.7 11 23.1 3.8 NA NA NA _ NA NA
05/01/94 29 1 _ ND 32 6.7 24 NA NA NA NA NA
02/01/94 620 16 0,7 250 886.7 110 NA NA NA NA NA
' 11/01/93 489 31 5.6 _ 200 716.6 130 NA NA NA NA NA
04/01/91 270 67 7 - 180 524 880 NA NA _ NA NA NA
04/30/09 <1A <5,0 <5.0 <10 <21 <5.0 <5,0 2 NA NA NA
03112/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
l 05/23/06 1.7 3.3 <1.0 2.1 7.1 <10 <10 7.4 NA NA NA
' 10/25/04 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 16 NA NA NA
- 09/03/03 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 9 NA _ NA NA _
05/15/01 <1 <1 <1 <1 _ <1 <8 <8 14 NA NA NA
02/01/99 <1 <1 <1 <2 <2 <1 c1 NA NA NA NA
MlM11-11* 02/01/98 1.9 25 ND 22 6.6 ND NA NA NA NA - NA
11/01/95 28 ND ND ND 2.8 ND NA _ NA NA NA NA
08f01/95 ND ND ND ND ND ND NA NA NA NA - NA
05'01/95 ND ND ND ND ND NO NA NA NA NA NA
02/01/95 1A ND ND ND 1.4 ND NA NA NA NA NA
11/01/94 28 ND ND ND 25 ND NA NA NA NA NA
, 08101/94 0.41 0.30 ND ND 0.71 0.84 NA NA NA NA NA
05/01/94 0.19 0.38 024 0.48 1.27 2.4 NA NA NA NA NA
__ 04/01/91 2 1 ND 2 5 4 NA NA NA NA NA
05/15/01 <1 <1 <1 <1 <1 <8 <8 22 NA 1 NA NA 1
02/01/99 <1 c1 <1 <2 <2 <1 <1 NA NA NA NA
- 02/01/96 ND ND ND ND ND ND NA NA NA NA NA -
! 11/01195 ND ND _ ND ND ND ND NA NA NA NA NA
1 08/01/95 ND ND ND ND ND ND _ NA NA NA NA NA ,
IAYY-12 05/01/95 ND ND ND ND ND ND NA NA - NA NA NA
02/01/95 ND ND ND ND ND ND NA NA NA NA NA
11/01/94 ND ND ND ND ND ND NA NA NA NA _ NA
08/01/94 ND ND ND ND ND ND NA NA NA NA NA
05/01/94 ND ND ND ND ND ND NA NA NA NA NA
-
,, 02/01/94 ND ND ND ND ND ND NA NA NA _ NA NA
11/01/93 ND ND ND ND ND ND NA NA NA NA NA
05/15/01 c1 <1 <1 <1 <1 <8 <8 65 NA NA NA
02/01/99 c1 ci <1 _ 4 <2 <1 <1 NA NA NA NA
02/01/96 ND ND ND ND ND ND NA NA NA NA NA
11/01/95 ND ND ND ND ND ND NA NA NA NA NA
08/01/95 ND ND ND ND ND ND NA NA NA NA NA J
WA-13 05/01/95 ND ND ND ND ND ND NA NA NA NA NA
-
02/01/95 ND ND ND ND ND ND NA NA NA NA _ NA
11/01/94 ND ND _ ND ND ND ND _ NA NA NA NA NA
• 08/01/94 ND ND ND _ ND ND ND NA NA NA NA NA
- 05/01/94 ND ND ND 1.8 1,8 ND NA _ NA NA NA NA
_ 02/01/94 0.9 1.6 ND 1.7 4.2 ND NA NA NA NA NA
11/01/93 ND ND ND ND ND ND NA NA NA NA NA
t
' I
ARCADIS 3 of 5

TABLE 3
Summary of Groundwater Sampling Results
i, UPS-Rocky Mount Center
Rocky Mount,North Carolina
Groundwater Incident No.5019
' Well Date Benzene Toluene Eth CS-C8 C9-D18 C9.C10
' Designation &misted yl6ansane Total Xylonee Total BMX VIBE IPE Lead Allphatics AOphatles Aromatics
06/25/08 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 H NA NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 30 NA NA - N- A
05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 _ <10 17 NA NA NA
i 11/11/05 <1.0 1.0 <1.0 <20 1.0 <10 <10 <5.0 NA NA NA
10126/04 5.0/(<5,0) <1.0/(5.01 <1.0/(<5.0) <2.0/(H0) 5.0/(<25) 100E/(99D) <1.0/(<5.0) 29 NA NA NA
09102/03 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 17 NA NA NA
_- 05/15/01 , 7.4 <1 <1 8.1 15.5 22 <8 40 NA NA NA
02101/99 <1 <1 <1 <2 c2 <1 _ <1 NA NA _ NA NA
MW-14 02/01/96 ND ND ND ND _ ND ND NA NA _ NA NA NA
11/01/95 ND ND ND ND ND ND NA NA NA NA NA
08101/95 ND ND ND ND _ ND ND NA NA NA NA NA
05/01/95 ND ND ND ND ND ND NA NA NA NA NA
- 02/01195 ND ND ND ND ND ND NA NA NA NA NA
11/01/94 ND ND ND ND ND ND NA NA NA NA NA
08/01194 ND ND ND 0.51 0.5i 0.16 NA NA MA NA NA
05/01/94 ND ND ND 8 8 0.22 NA NA NA NA NA
02/01/94 ND ND ND ND ND ND NA NA NA NA NA J
11/01/93 85 1.6 ND _ 43 129.6 22 NA NA NA NA - N- A
_03112/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 11 NA NA NA -
i i 05123/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA ,
10/25/04 <1.0 <1.0 <1.0 <2.0 _ <5.0 <10 <10 18 NA NA NA ,
09/03/03 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5 NA NA NA
05115/01 <1 <1 <1 <1 <1 <8 <8 4 NA NA NA I
02/01/99 <1 <1 c1 <2 <2 _ <1 <1 NA NA NA NA _ -
02/01/96 1.3 1.1 ND 1.8 4.2 100 NA NA NA NA _ NA
MW-15 11/01/95 ND ND ND ND ND 20 NA NA NA NA _ NA
08/01/95 ND ND ND ND ND 1.4 NA NA NA NA NA
05/01195 ND ND ND ND ND 12 NA _ NA NA NA NA
02/01/95_ 1.3 ND ND 2.5 3.8 32 NA NA NA NA NA
11/01/94 30 ND ND 7.8 37.8 20 NA NA _ NA NA NA
08/01/94 92 ND ND 2.5 11.7 47 NA NA _ NA NA NA
05/01/94 _ ND ND ND ND ND - NA NA NA NA NA NA
02101/94 27 1.9 ND ID 38.9 _ 100 NA NA NA NA _ NA
06/25/08 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 H NA NA NA
. 03/12107 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 13 _ NA NA _ NA
-- 0523836 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 14 NA NA NA
' 11/11/05 <1.0 <1,0 <1.0 <2.0 <5.0 <10.0 21 <5.0 NA NA NA
10/26/04 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5 NA NA NA
` 09/03/03 <1.0 <1.0 _ <1.0 <2.0 <5.0 <10 <10 16 NA - NA NA
05/15/01 24 <1 <1 <1 2.4 <8 <8 12 NA NA NA-
02/01/99 670 200 400 1,200 2,470 88 <10 NA NA NA NA
MW-16 02/01/96 ND ND ND ND ND 1.6 NA NA NA NA NA-
11/01/95 ND ND ND ND ND 3.7 NA NA NA NA NA
08/01/95 ND ND ND ND ND ND NA _ NA NA NA NA
05/01/95 1 ND ND ND 1 1.8 NA NA NA NA NA '
02/01195 3.4 ND ND 2 _ 5.4 3.1 NA NA NA NA NA
11/0194 ND ND ND ND ND ND NA NA NA NA NA
08/01/94 ND ND ND ND ND 0.51 NA NA NA NA NA
05/01/94 ND NO ND ND ND NA NA NA NA NA NA
02/01/94 ND ND ND ND ND 4.3 NA NA NA NA NA
11/11/05 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 _ NA NA - NA
05/15/0/ <1 <1 <1 <1 <1 <8 <8 37 NA NA NA
11W17 02/01/99 <1 <1 <1 4 <2 c1 <1 NA NA _ NA NA
• 02/01/96 ND ND ND ND ND ND NA NA NA NA NA
11/01/95 ND ND ND ND _ ND ND NA NA NA NA NA
08/01/95 ND ND ND ND ND ND NA NA NA NA NA
04/30/09 <1.0 <5.0 <5.0 <10 c21 <5.0 <5.0 2.4 NA NA_ • NA
05/15/01 <1 <1 <1 <1 <1 <8 <8 11 NA _ NA NA
MW-18D' 02/01/99 <1 <1 <1 <2 <2 <1 <1 _ NA NA NA NA
' 11/01/97 <1.0 <1 <t <2 <2 <10 NA NA NA NA NA
02101/96 1,800 NA NA NA NA NA NA NA NA NA NA
04/30/09 <1.0 <5.0 <5.0 <10 <21 <5.0 <5.0 21 NA NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 16 NA NA NA
05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 35 NA NA NA
' MW-19S 10/25/04 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 _ 38 NA NA _ NA
05115101 <1 <1 <1 <1 <1 <8 <8 40 NA NA NA -
02/01199 <1 <1 c1 <2 <2 c1 <1 NA NA NA _ NA
11/01/97 1.3 c1 <1 <2 1.3 10 NA NA NA NA NA
04,127/09 110 1,100 100 _ 710 2,020 <50 c50 1.1 3,300 1,300 520
0625/68 300.0 8,400 960 9,300 15.960.0 <1,000 <1,000 18 H NA NA NA
03/12/07 310 D 9,300 0 2,100 D _ 14,000 0 25,710 <1000 <1000 14 NA NA NA
05/23/06 160 4,600 540 4,700 10,020 <10 <10 28 NA _ NA NA
11/11/05 350 13,000 15,000 9,600 24,450 _ <1000 <1000 11 NA NA NA
1026/04 <500 16,000 2,900 11,000 29,900 <5000 <500 27 NA NA NA
09/04/03 <500 14,000 2,200 14,000 30,200 <5000 <5000 27 NA NA _ NA
05/15/01 340 12,000 1,100 8,700 22,140 440 <160 22 NA NA NA
02/01199 240 2,100 200 1,300 3,840 29 _ NA NA NA NA NA
02/01/96 1,800 _ 13,000 2,600 15,000 32,400 ND NA NA NA NA _ NA
11/01/95 2,000 33,000 5,400 32,000 72,400 ND NA NA NA NA N- A
08/01/95 1,000 17,000 2600 14,000 34,600 ND NA NA NA NA J NA_
- 05/01195 2,700 27,000 2,700 16,000 48,400 ND NA NA NA NA NA
r 02101/95 R'86,N/ 29,000 2,700 15,000 52,300 ND NA _ NA NA NA NA
11/01/94 =..13,000ME 34,000 2,300 12,000 61,300 ND NA NA NA NA NA
08/01/94 arr.t0,600'a4 33,000 2,700 17,000 62,700 ND NA NA NA NA NA
05/01/94 Wii,4005 24,000 2,700 16,000 49,100 , ND NA NA NA NA NA
06101/90 ::t23,0c0'.< 36,000 2,500 14,000 75,500 NA NA NA NA NA NA
ARCADIS 4 0)5

TABLE 3
4 Summary of Groundwater Sampling Results
UPS-Rocky Mount Center
Rocky Mount,North Carolina _
Groundwater incident No.5019
- I
i
Well Date Benzene Tetuan° Ethylbemn° Total Xytems Total BTEX 11113E IPE Lead CSCS Cs? C9�10
m
Designation Sampled Allphatia AAphatice Aromatic
06/25/08 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 H NA NA NA
I- _03112107 <1.0 <1.0 <1.0 <20 _ <5.0 <10 <10 <5.0 NA NA NA
0523106 <1.0 1.5 <1.0 <2.0 1.5 <10 <10 <5.0 NA NA NA
RW,A 11111105 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
' 1026104 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
09/04/03 4.2 4.6 1.7 ` B0 90.5 <10 <10 <5 NA NA NA
10101/01 <1 <1 <1 <1 <1 <8 <1 <10 NA NA NA
{ , 0427109 <1.0 <5.0 <5.0 c10 <26 <5.0 <5.0 2.5 _ NA NA NA
06/25108 <1.0 <1.0 <1,0 <2.0 <5.0 <10 <10 11 H NA NA NA
03/12/07 <1.0 <1,0 <1.0 QR <5.0 <10 <10 <5.0 NA NA NA
-' RW.B 05123/06 <1.0 <1.0 <1,0 <2.0 <5.0 <10 <10 7.4 NA NA NA
10125f04 <1.0 <1,0 - <1,0 <2.0 <5.0 <10 <10 200 NA NA NA I
09/03/03 <1.0 <1.0 <1.0 <2.0 <5-.0 <10 <10 11 NA NA NA
10/01/01 43 <1 <1 <1 4.3 <8 <1 <10 NA NA NA
04♦27109 <1.0 <5.0 <5.0 <10 <26 <5.0 <5.0 2.7 NA NA NA
06E25/08 <1.0 4.7 9.7 24 38.4 <10 <10 <5.0 H NA NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
RW.0 05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 27 NA NA - NA
10/25104 <50 120 _ <50 110 230 1,700 <50 <5.0 NA NA NA
f-- 09934/03 <1.0 <1.0 <1.0 <2.0 _ <5.0 <10 <10 <5 NA NA NA
02/01/99 3.6 11 24 15 32 <1 <1 NA NA NA NA
Notes:
__ Bold=Exceeds the NCAC a standard
�.. _ ins G_CL'2g
NI units In micrograms per liter(pg1L)
E=The reported result exceeded the calibration range of the instrument;secondary dilution required
D=Surrogate or matrix spike recoveries were not obtained because the extract was diluted for analysis;also compounds analyzed at a dilution will be flagged with a D
H a Sample was prepped or analyzed beyond the specified hotting time
ND=Not detected at or above the laboratory reporting Unit
NAG Not Analyzed
NE=Not Established
"=Deep well
NS=Not Sampled
1=represents duplicate sample results
- i(II=dilute sample run results
1=we0 MW-9 is presumed destroyed during demolition of Landscape area for conversion to paved parking area by property owner
I
i
I ,
5 - ARCAOIS 5 of 5

AR C A D H
Appendix A
Copy of the Notice of Regulatory
Requirements

3o='7ersi-- - - - - - , __ ,cur
MSDS Number:S4730* * ** *Effective Date:09/09/08*** **Supercedes:08/20/08
24 Hour Emergency Telephone:[phone]
i S,r' Materiel Safety Data Sheet CHEINTREC:14300.424.9200
— __ National Response in Canada
CANLITEC:613-99046666
Outside
U.S
AT Chsmfr oc:703-527-3887
222 Rnd Canada
i"rom. ckrodt Baker,Inc.Ina
222 ad School Lane NOTE CHE7VI. !C;CANLITEC and NationalPhillipsburg,NJ 08685 Reaponsa Csntsr amOrsiancy numbara to big
used only In Hi.want of chemical;'
® amargericles Involving a spill,leak;flra
axposuro or,aer.1010lnvolvi i dhenicale.,
AI non-ernagency que:rons should Le directed lo Customer Service(1-000-562-2537)for assistance.
r
Sodium Persulfate
1. Product Identification
Synonyms:Sodium Peroxydisulfate;Peroxydisulfuric Acid,Disodium Salt
CAS No.:7775-27-1
Molecular Weight:238.03
Chemical Formula:Na2O8S2
Product Codes:V035
2. Composition/Information on Ingredients
Ingredient CAS No Percent Hazardous `-
Peroxydisulfuric Acid Disodium Salt 7775-27-1 90 - 100% Yes
3. Hazards Identification
Emergency Overview
DANGER!STRONG OXIDIZER.CONTACT WITH OTHER MATERIAL MAY CAUSE FIRE.HARMFUL IF SWALLOWED OR INHALED.MAY CAUSE
BURNS TO SKIN AND EYES.CAUSES RESPIRATORY TRACT IRRITATION.MAY CAUSE ALLERGIC SKIN OR RESPIRATORY REACTION.
l of 7 12/15/2009 5:01 PM

a:.....n 1111 .r 7v W.j"" r n .IuI - «r,-7au
- — -
SAF-T-DATA(nn)Ratings(Provided here for your convenience)
Health Rating:3-Severe(Life)
Flammability Rating: I -Slight
Reactivity Rating.3-Severe(Oxidizer)
Contact Rating:3-Severe(Life)
Lab Protective Equip:GOGGLES&SHIELD;LAB COAT&APRON;VENT HOOD;PROPER GLOVES
Storage Color Code:Yellow(Reactive)
Potential Health Effects
There is limited information available on the hazards of this chemical.The health effects listed for this substance are based on information found for compounds of similar
structure.
Inhalation:
Causes irritation to the respiratory tract.Symptoms may include sore throat,shortness of breath,inflammation of nasal passages,coughing,and wheezing.May cause lung
edema,a medical emergency.Any exposure may cause an allergic reaction.Asthma-like symptoms and life-threatening shock may result.
Ingestion:
Causes severe irritation and possible burns to the mouth and throat.Gastrointestinal disturbances may be expected with nausea,abdominal pain,and vomiting.
Skin Contact:
Causes severe irritation or burns.Symptoms include redness,itching and pain.May cause allergic skin reactions.
Eye Contact:
Can cause severe irritation or burns with eye damage.
Chronic Exposure:
No information found.
Aggravation of Pre-existing Conditions:
Persons with impaired respiratory function may be more susceptible to the effects of the substance.
4. First Aid Measures
Inhalation:
Remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical attention immediately.
Ingestion:
If swallowed,DO NOT INDUCE VOMITING.Give large quantities of water.Never give anything by mouth to an unconscious person.Get medical attention immediately.
Skin Contact:
Immediately flush skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes.Get medical attention immediately.Wash clothing
before reuse.Thoroughly clean shoes before reuse.
Eye Contact:
Immediately flush eyes with plenty of water for at least 15 minutes,lifting lower and upper eyelids occasionally.Get medical attention immediately.
5. Fire Fighting Measures
Fire:
2 of 7 12/15/2009 5:01 PM

• ?ofc - - - - un•1.•,.:.':ww.,l......:.iiA,Vf....-,..,�..)I w, _ ..Z.u/u r-min-:�uu
Not combustible,but substance is a strong oxidizer and its heat of reaction with reducing agents or combustibles may cause ignition.Heating or contact with water releases
oxygen which may intensify combustion in an existing fire.
Explosion:
An explosion hazard when mixed with finely powdered organic matter,metal powder,or reducing agents.Strong oxidants may explode when shocked,or if exposed to heat,
flame,or friction.Also may act as initiation source for dust or vapor explosions.
Fire Extinguishing Media:
Use any means suitable for extinguishing surrounding fire.Do not use water.
Special Information:
In the event of a fire,wear full protective clothing and NIOSH-approved self-contained breathing apparatus with full facepiece operated in the pressure demand or other
positive pressure mode.Sealed containers may rupture when heated.
6. Accidental Release Measures
Remove all sources of ignition.Ventilate area of leak or spill.Keep unnecessary and unprotected people away from area of spill.Wear appropriate personal protective
equipment as specified in Section 8.Spills:Pick up and place in a suitable container for reclamation or disposal,using a method that does not generate dust.Do not contact
with water.
7. Handling and Storage
Keep in a tightly closed container,stored in a cool,dry,ventilated area.Protect against physical damage and moisture.Isolate from any source of heat or ignition.Avoid
storage on wood floors.Separate from incompatibles,combustibles,organic or other readily oxidizable materials.Containers of this material may be hazardous when empty
since they retain product residues(dust,solids);observe all warnings and precautions listed for the product.
8. Exposure Controls/Personal Protection
Airborne Exposure Limits:
-ACGIH Threshold Limit Value(TLV):
0.1 mg/m3 (TWA),Persulfates,Sodium
Ventilation System:
A system of local and/or general exhaust is recommended to keep employee exposures below the Airborne Exposure Limits.Local exhaust ventilation is generally preferred
because it can control the emissions of the contaminant at its source,preventing dispersion of it into the general work area.Please refer to the ACGIH document,Industrial
Ventilation,A Manual of Recommended Practices,most recent edition,for details.
Personal Respirators(NIOSH Approved):
If the exposure limit is exceeded and engineering controls are not feasible,a full facepiece particulate respirator(NIOSH type NI00 filters)may be worn for up to 50 times
the exposure limit or the maximum use concentration specified by the appropriate regulatory agency or,respirator supplier,whichever is lowest.If oil particles(e.g.
lubricants,cutting fluids.glycerine,etc.)are present,use a NIOSH type R or P filter.For emergencies or instances where the exposure levels are not known,use a
full-facepiece positive-pressure,air-supplied respirator.WARNING:Air-purifying respirators do not protect workers in oxygen-deficient atmospheres.
Skin Protection:
Wear impervious protective clothing,including boots,gloves,lab coat,apron or coveralls,as appropriate,to prevent skin contact.
Eye Protection:
Use chemical safety goggles and/or a full face shield where splashing is possible.Maintain eye wash fountain and quick-drench facilities in work area.
3 of 7 12/I5/2009 5:01 PM

,.,,
o ... _,e - — 1u1', ,_. .vw. w rCI "IIar sir
9. Physical and Chemical Properties
Appearance:
White powder.
Odor:
Odorless.
Solubility:
Appreciable(> 10%)
Specific Gravity:
2.40
pH:
6.0(I%solution)
%Volatiles by volume @ 21C(70F):
0
Boiling Point:
No information found.
Melting Point:
180C(356F)Decomposes.
Vapor Density(Air=1):
No information found.
Vapor Pressure(mm Hg):
No information found.
Evaporation Rate(BuAc=1):
No information found.
10. Stability and Reactivity
Stability:
Unstable.Gradually decomposes losing oxygen.Decomposes more rapidly at higher temperatures.Stability decreases in the presence of moisture.Metals other than
stainless steel are apt to cause decomposition of persulfate solutions. \
Hazardous Decomposition Products:
Oxides of sulfur and the contained metal.Oxygen is released.
Hazardous Polymerization:
Will not occur.
Incompatibilities:
Reducing agents,organic material,sodium peroxide,water and powdered metals especially aluminum.
Conditions to Avoid:
Moisture,heat,flame,ignition sources,shock,friction,incompatibles.
11. Toxicological Information
No LD50/LC50 information found relating to normal routes.of occupational exposure.
4 of 7 12/15/2009 5:01 PM

\Cancer Lists\
---NTP Carcinogen---
Ingredient Known Anticipated IARC Category
Peroxydisulfuric Acid Disodium Salt No No None
(7775-27-1)
12. Ecological Information
Environmental Fate:
No information found.
Environmental Toxicity:
No information found.
13. Disposal Considerations
Whatever cannot be saved for recovery or recycling should be handled as hazardous waste and sent to a RCRA approved waste facility.Processing,use or contamination of
this product may change the waste management options.State and local disposal regulations may differ from federal disposal regulations.Dispose of container and unused
contents in accordance with federal,state and local requirements.
14. Transport Information
Domestic(Land,D.O.T.)
Proper Shipping Name: SODIUM PERSULFATE
Hazard Class:5.1
UN/NA:UN1505
Packing Group:III
Information reported for product/size: 12KG
International(Water,I.M.O.)
Proper Shipping Name:SODIUM PERSULFATE
Hazard Class: 5.I
UN/NA:UN1505
Packing Group:III
Information reported for product/size: 12KG
15. Regulatory Information
\Chemical Inventory Status - Part 1\
Ingredient TSCA EC japan Australia
5 of 7 12/15/2009 5:01 PM

, - r iur. ;v w.Jr:'". wuj.-..:: scud , ,.r:.-.nro. ,-
- - s -- r
Peroxydisulfuric Acid Disodium Salt (7775-27-1) Yes Yes Yes Yes
\Chemical Inventory Status - Part 2\
--Canada--
Ingredient Korea DSL NDSL Phil.
Peroxydisulfuric Acid Disodium Salt (7775-27-1) Yes Yes No Yes
\Federal, State & International Regulations - Part 1\
-SARA 302- SARA 313
Ingredient RQ TPQ List Chemical Catg.
Peroxydisulfuric Acid Disodium Salt No No No No
(7775-27-1)
\Federal, State & International Regulations - Part 2\
-RCRA- -TSCA-
Ingredient CERCLA 261.33 8(d)
Peroxydisulfuric Acid Disodium Salt No No No
(7775-27-1)
Chemical Weapons Convention: No TSCA 12(b) : No CDTA: No
SARA 311/312: Acute: Yes Chronic: No Fire: Yes Pressure: No
Reactivity: No (Pure / Solid)
Australian Hazchem Code:2P
Poison Schedule:None allocated.
WHMIS:
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 Ratings:Health:3 Flammability:0 Reactivity:1 Other:Oxidizer w
Label Hazard Warning:
DANGER!STRONG OXIDIZER.CONTACT WITH OTHER MATERIAL MAY CAUSE FIRE.HARMFUL IF SWALLOWED OR INHALED.MAY CAUSE BURNS
TO SKIN AND EYES.CAUSES RESPIRATORY TRACT IRRITATION.MAY CAUSE ALLERGIC SKIN OR RESPIRATORY REACTION.
Label Precautions:
Keep from contact with clothing and other combustible materials.
Do not get in eyes,on skin,or on clothing.
Remove and wash contaminated clothing promptly.
Do not breathe dust.
Store in a tightly closed container.
Use only with adequate ventilation.
Wash thoroughly after handling.
Label First Aid:
If swallowed,DO NOT INDUCE VOMITING.Give large quantities of water.Never give anything by mouth to an unconscious person.In case of contact,immediately flush
6 of 7 12/15/2009 5:01 PM

.. 11 ..Ito,R - .��-.-..-r-.-�,.VVI-_-.. 'l/Vil -till!O��•..•: �:+Rll�
,.era -- - - - -- � - � - - -� �- - - - �--•-----
eyes or skin with plenty of water for at!east 15 minutes while removing contaminated clothing and shoes.Wash clothing before reuse.If inhaled,remove to fresh air.If not
breathing,give artificial respiration.If breathing is difficult,give oxygen.In all cases get medical attention immediately.
Product Use:
Laboratory Reagent.
Revision Information:
MSDS Section(s)changed since last revision of document include:3.
Disclaimer:
Mallinckrodt Baker,Inc.provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy.This
document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product.Individuals
receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose.MALLINCKRODT BAKER,
INC.MAKES NO REPRESENTATIONS OR WARRANTIES,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES
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.
Prepared by:Environmental Health&Safety
Phone Number:[phone](U.S.A.)
7 of7 12/15/2009 5:01 PM

- = — -- - - —. • - ,..., _ ..
I i - _ `
9. Physical and Chemical Properties
Appearance:
Blue green crystals.
Odor:
Odorless.
Solubility:
48.6 g/100 g water @ 50C(122F)
Density:
1.90
pH:
No information found.
%Volatiles by volume @ 21C(70F):
0
Boiling Point:
>300C(>572F)Decomposes. J
Melting Point:
57C(135F)Loses water
Vapor Density(Air=1):
No information found.
Vapor Pressure(mm Hg):
No information found,
Evaporation Rate(BuAc=1):
No information found.
10. Stability and Reactivity
Stability:
Stable under ordinary conditions of use and storage.Looses water in dry air and oxidizes upon exposure to moisture,forming a brown coating of extremely corrosive basic
ferric sulfate.
Hazardous Decomposition Products:
Burning may produce sulfur oxides.
Hazardous Polymerization:
This substance does not polymerize.
Incompatibilities:
Alkalis,soluble carbonates,and oxidizing materials.Reacts in moist air to form ferric sulfate.
Conditions to Avoid:
Moisture.
11. Toxicological Information
Oral rat LD50:319 mg/kg.Investigated as a tumorigen and mutagen.
\Cancer Lists\
4 of 6 12/15/2009 5:02 PM

Tvvw,r. t.col ,/enlnuz•• un
Chemical Weapons Convention: No TSCA 12(b) : No CDTA: No
SARA 311/312: Acute: Yes Chronic: Yes Fire: No Pressure: No
Reactivity: No (Pure / Solid)
Australian Hazchem Code:None allocated.
Poison Schedule:None allocated.
WHMIS:
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 Ratings:Health:1 Flammability:0 Reactivity:0 -
Label Hazard Warning:
WARNING! HARMFUL IF SWALLOWED OR INHALED.CAUSES IRRITATION TO SKIN,EYES AND RESPIRATORY TRACT.AFFECTS THE LIVER.
Label Precautions:
Avoid contact with eyes,skin and clothing.
Wash thoroughly after handling.
Avoid breathing dust.
Keep container closed.
Use only with adequate ventilation.
Label First Aid:
If swallowed,induce vomiting immediately as directed by medical personnel.Never give anything by mouth to an unconscious person.If inhaled,remove to fresh air.If 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.
Remove contaminated clothing and shoes.Wash clothing before reuse.In all cases,get medical attention,
Product Use:
Laboratory Reagent.Bulk pharmaceutical chemical.
Revision Information:
No Changes.
Disclaimer:
************************************************************************************************
Mallinckrodt Baker,Inc.provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy.This
document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product.Individuals
receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose.MALLINCKRODT BAKER,
INC.MAKES NO REPRESENTATIONS OR WARRANTIES,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES
OF MERCHANTABILITY,FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THE INFORMATION SET FORTH HEREIN OR THE
PRODUCT TO WHICH THE INFORMATION REFERS.ACCORDINGLY,MALLINCKRODTRAKER,INC.WILL NOT BE RESPONSIBLE FOR
DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS INFORMATION.
************************************************************************************************
Prepared by:Environmental Health&Safety
Phone Number:[phone](U.S.A.)
6 of 6 12/15/2009 5:02 PM

s`7 r K u-.ALP a aui• ..... •r.r.�: .. ..war, . .,...F -, _ ..r ..
MSDS Number:C4730*** **Effective Date:09/16/09 * ****Supercedes:08/02/07
24Hour Emarpmay T.taphon.:S*-$$;2161
CHEt1TREC:1 400.42'44300
MSDS Material Safety Data Sheet f IT ; N W
ousre•us.ad Canada
Crkm1Ha rosarr4NT
From:MaRlnekrodt Baker,Inc.I I l Mallinckrodt ,kT.�
222 Red School Lana L A CH F.MICAIS ker /oTo c. mo „CANTED ae.n b.
PhURpabura.MJ ones j usadodyethu nolcn.mmr.nrryrrora
i nweWlnpaepl.leak,fro.wows eraaedon
I in.oNG.2 chamstia.
A[I rson-mnorgeney 4uoot cno should botlbsUod to Custom*Solo(I WO692.2637)for ascl&tanea.
CITRIC ACID
1. Product Identification
Synonyms:2-Hydroxy-1,2,3-propanetricarboxylic acid,monohydrate
CAS No.:77-92-9(Anhydrous)5949-29-1 (Monohydrate)
Molecular Weight:210.14
Chemical Formula:H3C6H507.H20
Product Codes:
J.T.Baker:0110,0115,0116,0118,0119,0120
Mallinckrodt:0616,0627,7788
2. Composition/Information on Ingredients
Ingredient CAS No Percent Hazardous
Citric Acid 77-92-9 99 - 100% Yes
3. Hazards Identification
Emergency Overview
WARNING!CAUSES SEVERE EYE IRRITATION.CAUSES IRRITATION TO SKIN AND RESPIRATORY TRACT.
1 of 6 12/15/2009 5:03 PM

`;"7'" All`' - z
�, f •
..,. vw.�• �i� 1ci�� w u
Explosion:
Fine dust dispersed in air in sufficient concentrations,and in the presence of an ignition source is a potential dust explosion hazard.
Fire Extinguishing Media:
Water spray,dry chemical,alcohol foam,or carbon dioxide.
Special Information:
In the event of a fie,wear full protective clothing and NIOSH-approved self-contained breathing apparatus with full facepiece operated in the pressure demand or other
positive pressure mode.
6. Accidental Release Measures
Ventilate area of leak or spill.Wear appropriate personal protective equipment as specified in Section 8.SpilIs: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 retain product residues(dust,solids);observe all warnings and precautions listed for the product.
8. Exposure Controls/Personal Protection
Airborne Exposure Limits:
None established.
Ventilation System:
A system of local and/or general exhaust is recommended to keep employee exposures as low as possible.Local exhaust ventilation is generally preferred because it can
control the emissions of the contaminant at its source,preventing dispersion of it into the general work area.Please refer to the ACGIH document,Industrial Ventilation,A
Manual of Recommended Practices,most recent edition,for details.
Personal Respirators(NIOSH 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 oil particles(e.g.lubricants,cutting fluids,glycerine,etc.)are present,use a NIOSH type R or P filter.For emergencies or instances where the exposure levels are
not known,use a full-face positive-pressure,air-supplied respirator.WARNING:Air-purifying respirators do not protect workers in oxygen-deficient atmospheres.
Skin Protection:
Wear impervious protective clothing,including boots,gloves,lab coat,apron or coveralls,as appropriate,to prevent skin contact.
Eye Protection:
Use chemical safety goggles and/or full face shield where dusting or splashing of solutions is possible.Maintain eye wash fountain and quick-drench facilities in work area.
9. Physical and Chemical Properties
Appearance:
White granules.
Odor:
3 of 6 12/15/2009 5:03 PM

. .wA•.--r ..F. _
Odorless.
Solubility:
ca.60 g/100 ml @ 20C(Anhydrous)
Density:
1.542
pH:
2.2(0.1 N sol)
%Volatiles by volume @ 2IC(70F):
0
Boiling Point:
No information found.
Melting Point:
ca. I00C(ca.212F)
Vapor Density(Air=1):
No information found.
Vapor Pressure(mm Hg):
No information found. ' _ f
Evaporation Rate(BuAc=1):
No information found.
10. Stability and Reactivity
Stability:
Stable under ordinary conditions of use and storage.
Hazardous Decomposition Products:
Carbon dioxide and carbon monoxide may form when heated to decomposition.
Hazardous Polymerization:
Will not occur.
Incompatibilities:
Metal nitrates(potentially explosive reaction),alkali carbonates and bicarbonates,potassium tartrate.Will corrode copper,zinc,aluminum and their alloys.
Conditions to Avoid:
Heat,flames,ignition sources and incompatibles.
11. Toxicological Information
Oral rat LD50:3 gm/kg,irritation skin rabbit:500 mg/24H mild;eye rabbit:750 ug/24H severe.
\Cancer Lists\
---NTP Carcinogen---
Ingredient Known Anticipated IARC Category
Citric Acid (77-92-9) No No None
12. Ecological Information
4 of 6 12/15/2009 5:03 PM

1.11_1i.1L -
( , P - f -- _'Y, a�"�...�•rr n. '---:+.vv.•_•.� • "...,3r .,- ..r�...._ ..
Environmental Fate:
No information found.
Environmental Toxicity:
No information found.
13. Disposal Considerations
Whatever cannot be saved for recovery or recycling should be managed in an appropriate and approved waste disposal facility.Processing,use or contamination of this
product may change the waste management options.State and local disposal regulations may differ from federal disposal regulations.Dispose of container and unused
contents in accordance with federal,state and Iocal requirements.
14. Transport Information -_
Not regulated.
15. Regulatory Information
\Chemical Inventory Status - Part 1\
Ingredient TSCA EC Japan Australia
Citric Acid (77-92-9) Yes Yes Yes Yes
\Chemical Inventory Status - Part 2\
--Canada--
Ingredient Korea DSL NDSL Phil.
Citric Acid (77-92-9) Yes Yes No Yes
\Federal, State & International Regulations - Part 1\
-SARA 302- SARA 313
Ingredient RQ TPQ List Chemical Catg.
Citric Acid (77-92-9) No No No No
\Federal, State & International Regulations - Part 2\
-RCRA- -TSCA-
Ingredient CERCLA 261.33 8(d)
Citric Acid (77-92-9) No No No
Chemical Weapons Convention: No TSCA 12(b) : No CDTA: No
SARA 311/312: Acute: Yes Chronic: No Fire: No Pressure: No
Reactivity: No (Pure / Solid)
Australian Hazchem Code:None allocated.
Poison Schedule:None allocated.
5 of 6 12/15/2009 5:03 PM

WHMIS:
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 Ratings:Health:2 Flammability:1 Reactivity:0
Label Hazard Warning:
WARNING! CAUSES SEVERE EYE IRRITATION.CAUSES IRRITATION TO SKIN AND RESPIRATORY TRACT.
Label Precautions:
Avoid contact with eyes,skin and clothing.
Avoid breathing dust.
Keep container closed.
Use only with adequate ventilation.
Wash thoroughly after handling.
Label First Aid:
In case of contact,immediately flush eyes or skin with plenty of water for at least 15 minutes.Remove contaminated clothing and shoes.Wash clothing before reuse.If
inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.In all cases,get medical attention.
Product Use:
Laboratory Reagent.
Revision Information:
No Changes.
Disclaimer:
Mallinckrodt Baker,Inc.provides the information contained herein in good faith but makes no representation as to its comprehensiveness or accuracy.This
document is intended only as a guide to the appropriate precautionary handling of the material by a properly trained person using this product.Individuals
receiving the information must exercise their independent judgment in determining its appropriateness for a particular purpose.MALLINCKRODT BAKER,
INC.MAKES NO REPRESENTATIONS OR WARRANTIES,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES
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.
*************s*************************************s*s******************************************
Prepared by:Environmental Health&Safety
Phone Number:[phone](U.S.A.)
6 of 6 12/15/2009 5:03 PM

ARCAD1S
Infrastructure, environment, buildings Imagine the result
United Parcel Service
New Technology Cleanup Plan
UPS-Rocky Mount Center, North Carolina
January 14, 2010
JFCCENED 1 DENR 1 DWQ
TION SECTION
FEB 2 2 201B

0 1\RCAD 1 S ARCADIS U S,Inc
Infrastructure, environment facilities 801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Ms. Brenda Hafshejani Tel [phone]
North Carolina Department of Environment & Natural Resources Fax [phone]
Raleigh Regional Office www.arcadis-us.com
1628 Mail Service Center
Raleigh,North Carolina 27699
ENVIRONMENTAL
Subject
New Technology Cleanup Plan
UPS-Rocky Mount Center, 1108 Instrument Drive, Rocky Mount,Nash County
Incident No. 5019
Date:
22 February 2010
Dear Ms. Hafshejani:
Enclosed for your review are two copies of the New Technology Cleanup Plan Contact
(NTCP) for the above referenced UPS site. This NTCP was prepared in preparation Ryan Gerber
for voluntary enhancement of the existing remedial strategy at the Site. Phone
244
Please call me if you have any questions or comments regarding the report. Email
ryan.gerber@arcadis-
Sincerely, us.com
ARCADIS U.S., Inc. ! Our ref
J
7 ''- • -
Ryan Ger er, P.E.
Project+ ngineer
Copies:
Ms.Jennifer Holcomb-Lebeau(ARCADIS)
Ms.Julie Straub(UPS)
RECEIVED 10ENR I DWQ
AQUFR.PRflTF('.Tl(1N SECTION
FEB 2 2 2010
Imagine the result

ARCADIS
New Technology Cleanup Plan
UPS-Rocky Mount Center, North
Rya%erber E Carolina
Pr ject E neer
Hugh Devery
Project Manager
Ryan Gerber , a Professional Engineer for Prepared tor.
ARCADIS, Inc.,do certify that the information contained in this United Parcel Service
report is correct and accurate to the best of my knowledge.
(SEAL) Preparecf by.
\x��>,111111///7/ ARCADIS,Inc.
,•,„\ q1 C.4 R Oi//� 80 Corporate Center Drive
O •'�E$�/O• .Li� Suite 300
- q-0-7N , Raleigh
4 1,7
SF A L r j North Carolina 27607
—_- • 0 3 1 51 0 • - Tel [phone]
• ,�?IZi 1<�,�LG S Fax [phone]
NN
%�)` GIN �'c�-
/////r M.•G �\" Our Ref.:
�//1111110\ 80038307.0001.00100
ARCADIS, Inc., is licensed to practice engineering/geology in
North Carolina. The certification numbers of the corporation are: Gate
Engineering: C-1869 January 14,2010
Geology: C-155
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged, confidential and exempt from
disclosure under applicable law.Any
dissemination, distribution or copying of
this document is strictly prohibited.

` �.�' !IS
List of Acronyms
LIST OF ACRONYMS
BTEX benzene, toluene, ethylbenzene, xylene
CSA Comprehensive Site Assessment
ft feet
gal gallon
IPE Isopropyl ether
ISCO In-Situ Chemical Oxidation
MNA Monitored Natural Attenuation
MSCC Maximum Soil Contamininant Concentration
MTBE Methyl tertiary-butyl Ether
MW Monitoring Well
NCAC North Carolina Adfministrative Code
NCDENR North Carolina Department of Environment and Natural Resources
NRCD Natural Resources and Community Development
NTCP New Technology Cleanup Plan
ROI Radius of Influence
SVOC Semi-Volatile Organic Carbon
ug/L microgram per liter
UIC Underground Injection Control
UPS United Parcel Service
USGS United States Geobgical Survey
USEPA United States Environmental Protection Agency
UST Underground Storage Tank
VOC Volatile Organic Carbon

ARCAD1S
Site Information
Section
SITE INFORMATION SECTION
SITE INFORMATION
Section 1: Site Identification
Date of Report: 14 January 2010
Facility ID: UST Incident Number.5019
Site Risk: High , Site Rank:H155D
Land Use Classification: Industrial
Site Name: UPS-Rocky Mount Center
Site Street Address: 1108 Instrument Drive
City/Town: Rocky Mount
Zip Code: 27804
County: Nash
Description of Geographical Data UST located beneath asphalt parking lot adjacent to and east of UPS
Point: Plant sorting facility
Location Method: - Map
Latitude/Longitude: 36.00.25/77.47.19
Section 2: Information About Contacts Associated with the Leaking UST System
UST Owner: United Parcel Service,Inc. Phone:[phone]
UPS Corporate Plant Engineering,55 Glenlake Pkwy NE,Atlanta,GA 30328
UST Operator UPS Rocky Mount Center Phone:[phone]
1108 Instrument Drive,Rocky Mount,NC 27804
Property Owner: UPS Rocky Mount Center Phone:[phone]
1108 Instrument Drive,Rocky Mount,NC 27804
Property Occupant: UPS Rocky Mount Center Phone:[phone]
1108 Instrument Drive,Rocky Mount,NC 27804
Consultant: ARCADIS U.S.,Inc. Phone:[phone]
975 Cobb Place Blvd.NW,Suite 311,Kennesaw,GA 30144
Analytical Laboratory: Test America Phone:[phone]
Certification number- NC DWQ:269;NC DHHS:13701
Section 3: Information About Release
Date Discovered: April 10, 1989
Quantity of Release: 2,240 Gallons
Cause of Release: Unknown
Source of Release: UST or associated piping
Size/Content of UST 10,000 Gallons/Unleaded Gasoline
Criteria Used to Classify Release Source Concentrations and Site conditions

ARCAD1S
Table of Contents
LIST OF ACRONYMS
SITE INFORMATION SECTION ii
1. Introduction 1
2. Discussion of Current Remedial System 3
3. Description of Proposed Enhancement 5
3.1 Conceptual Overview of In-Situ Chemical Oxidation via Sodium Persulfate
Injections 5
3 2 Site Specific ISCO Details 6
3.3 Monitoring&Sampling Plan 8
3.4 Project Work Schedule 8
4. Description of Costs Associated with the Proposed New Technology 9
5. References 10
Tables
Table 1 Monitoring Well Construction Data
Table 2 Current and Historical Groundwater Elevations
Table 3 Summary of Groundwater Sampling Results
Table 4 Summary of Soil Sampling Results
Table 5 Soil Oxidant Demand (SOD)Analysis
Table 6 Preliminary Cost Estimate for ISCO via Sodium Persulfate
iii

ARCADIS
Table of Contents
Figures
Figure 1 Site Location
Figure 2 Site Map
Figure 3 Geological Cross Section
Figure 4 Groundwater Potentiomentric Surface Map
Figure 5 Current and Select Historical Groundwater Analytical
Results
Figure 6 Groundwater Contaminant Iso-Concentration for Benzene
Figure 7 Groundwater Contaminant Iso-Concentration for Toluene
Figure 8 Groundwater Contaminant Iso-Concentration for
Ethylbenzene
Figure 9 Groundwater Contaminat Iso-Concentration for Total
Xylenes
Figure 10 Proposed Well Layout for ISCO Injection Network
Figure 11 Geologic Cross Section Showing Propsed ISCO Injection
Network
Appendices
Appendix A Copy of the Notice of Regulatory Requirements
(NORR)
iv

New Technology
ARCADIS Cleanup Plan
1. Introduction
On behalf of United Parcel Service (UPS), ARCADIS U.S., Inc (ARCADIS) has
prepared this New Technology Cleanup Plan (NTCP) for the UPS Rocky Mount
Center(Site) located at 1108 Instrument Drive in Rocky Mount. Nash County, North
Carolina. This NTCP is in reference to Groundwater Incident Number 5019. The
purpose of this report is to summarize the proposed new technology to expedite
remediation of Site contaminants.
The UPS Site is located north of instrument Drive and west of Richard Drive in Rocky
Mount, Nash County, North Carolina (Figure 1). The Site consists of the UPS Building
which is a parcel distribution facility with an asphalt paved parking lot and grassy areas
adjacent to the building (Figure 2). The Site is surrounded by agricultural fields
approximately 1,000 ft to the north and by an asphalt parking lot immediately to the
east of the Site (across Richard Drive). The Site is located in an industrial/commercial
area with residential properties located to the south and west of the Site. Site
topography is relatively flat with minimal topographic relief. Surface water flows in a
southerly direction towards Compass Creek (Figure 1). A drainage swale is located
approximately 10 feet(ft)south of the parcel sorting building.
Historically, two underground storage tanks (USTs)were located on the Site. One of
the tanks was located on the south side of the Site and the other tank was located to
the east of the building. The USTs have since been removed (April 1989) and the
excavation limits are presented on Figure 2. The tank on the south side of the Site
was a 250 gallon (gal)tank made of steel construction and had previously contained
used oil. The tank on the east side of the building was a 10,000 gal tank made of steel
and formerly contained unleaded gasoline (Law, 1989). A leak was suspected in the
10,000 gal UST upon the failure of a tank tightness test and was subsequently reported
to the Department of Natural Resources and Community Development(DNRCD)on
April, 10 1989. It is suspected that the UST leaked approximately 2.240 gallons of
unleaded gasoline (Law, 1989).
This NTCP is written at the request of the North Carolina Department of Environment
and Natural Resources Notice(NCDENR)Notice of Regulatory Requirements dated
July 22, 2009 [see Appendix A (NCDENR, 2009)] and is in conformance to the
requirements of Title 15 A NCAC 2L.0407(b), Title 15A NCAC 2N .0706, Title 15A
NCAC 2L .0106(c)and 2L .0106(g), and the Guidelines for Assessment and
Corrective Action for UST Releases (NCDENR, 2008) and is organized into the
following Sections:

New Technology
Cleanup Plan
ARCADIS
• Section 1, Introduction -discusses the purpose and organization of the NTCP;
• Section 2, Discussion of Current Remedial System -discusses the current Site
conditions and remedial approach and why the proposed new technology is
necessary:
• Section 3, Description of Proposed Enhancement- provides description of the
proposed new technology; and
• Section 4, Description of Costs Associated with the Proposed New
Technology- discusses the cost associated with materials, equipment and labor;
• Section 5, References -provides supporting documentation.
2

New Technology
ARCADIS Cleanup Plan
2. Discussion of Current Remedial System
The current remedial technology employed at the Site is Monitored Natural Attenuation
(MNA)which consists of groundwater monitoring on an annual basis to evaluate the
migration and/or attenuation of benzene, toluene, ethylbenzene, xylenes, (BTEX),
Methyl Tertiary Butyl Ether(MTBE), isopropyl ether(IPE), and lead in shallow and
deep groundwater. Groundwater has been analyzed for field parameters and
analytical samples have been collected on an annual or semi-annual basis since the
early 1990's. Semi-annual groundwater samples are collected from monitoring wells
MW-4, MW-6, MW-7, MW-8, MW-9, MW-14, MW-15, MW-16, and MW-PT; whereas
annual groundwater samples are collected from MW-2, MW-3, MW-10, and MW-11.
The groundwater monitoring well network is depicted in Figure 2 and construction
details of the monitoring wells are presented in Table 1. Figure 3 shows a geological
cross section of the Site based upon historical borings. The most recent Site wide
groundwater sampling event occurred on April 30, 2009. Groundwater elevation and
analytical data from this event are summarized along with historical data in Table 2
and Table 3. respectively. A groundwater potentiometric surface map based on the
most recent groundwater elevation data is provided as Figure 4. Historic and current
groundwater elevation data indicate that shallow groundwater flows generally to the
north-northeast. Groundwater analytical data from collected groundwater samples are
depicted on Figures 5 through 9.
Soil sampling was also conducted during the April 2009 investigation event. A
summary of soil analytical data is presented in Table 4 and sample locations are
depicted on Figure 2. Analytical results were compared to the soil-to-groundwater
maximum soil contaminant concentration (MSCC), the Residential Soil Cleanup
Levels, and the Industrial/Commercial Soil Cleanup Levels. Of these three standards,
the soil-to-groundwater MSCC is the most conservative and therefore is the primary
standard to which the analytical results are compared. Benzene, MTBE, IPE, and total
organic carbon were not detected in any of the 12 soil samples. Toluene was detected
in four of the 12 samples, however at concentrations below the soil-to-groundwater
MSCC. Ethylbenzene was detected in eight of the 12 soil samples, however was only
above the soil-to-groundwater MSCC in two samples. Total xylenes were detected in
11 of the 12 samples and were present at concentrations above the soil-to-
groundwater MSCC in six samples.
MNA is an effective remediation option for low concentrations of dissolved-phase
BTEX, MTBE, and some semi-volatile organic compounds (SVOCs). Given suitable
3

New Technology
Cleanup Plan
ARCADIS
conditions for natural attenuation, the dissolved-phase compounds can be consumed
by existing soil microbes. Groundwater monitoring at the Site indicates that MNA is an
effective remedial strategy at the Site as discussed in the Comprehensive Site
Assessment (CSA)Addendum (ARCADIS, 2009). However, the primary limitation to
MNA is the extended time frame for natural attenuation to meet regulatory criteria (in
this case, the NCAC 2L Standards).
The results of the April 2009 groundwater sampling indicate that several wells still
contain constituents that are above the NCAC 2L standard (Figure 5) for BTEX
constituents. Specifically, monitoring wells MW-4, MW-8, and MW-PT exceeded the
NCAC 2L standards for one or more BTEX constituents, in some instances
constituents still exceeded the NCAC 2L standards by an order of magnitude. Figures
6 to 9 present the isocontours based upon the 2009 groundwater sampling results for
BTEX compounds. BTEX concentrations have decreased significantly over time;
however, they are likely to remain above groundwater standards for many years if
active remediation is not conducted. Therefore, in an effort to expedite Site
remediation, UPS is proposing to initiate an active treatment remedy to address the
remaining constituents.
4

New Technology
Cleanup Plan
!A.RC.AD .
3. Description of Proposed Enhancement
This section provides a brief summary of the theory of the proposed new technology.
Site specific considerations for its implementation, monitoring and sampling plan, and a
proposed remedial schedule.
31 Conceptual Overview of In-Situ Chemical Oxidation via Sodium Persulfate Injections
The proposed new technology to be applied at the Site is In-Situ Chemical Oxidation
(ISCO) of sodium persulfate (Persulfate). Under this approach, active remediation
would be conducted via in-situ chemical injection to the subsurface. This technique is
an aggressive strategy for the rapid and effective destruction of organic contaminants
in the subsurface. The overall effectiveness of chemical injection would be dependent
on the proximity and distribution of the injection points relative to the targeted treatment
area.
Persulfate is a slower-reacting oxidant with a long in-situ half-life that enables effective
distribution from the injection point throughout the subsurface environment. Persulfate
injections would be injected with an activator(Fe(II)and citric acid)which upon reaction
results in the formation of sulfate radicals. Both persulfate and activator are generally
delivered through wells or injection points to the treatment area. The chemical oxidant
can be injected directly into the subsurface, mixed with a catalyst and injected, or
combined with extraction water and then re-injected and re-circulated. The different
activation mechanisms also make it possible to tailor treatment to specific Site
conditions (contaminants present, geochemistry) and to control the overall in-situ
reaction kinetics.
The primary advantage of persulfate is the in-situ stability of the sulfate radical
compared to other oxidants(USEPA, 2006). Upon formation, sulfate radicals are
extremely strong oxidizers. At an oxidation potential (Bo)of 2.6 volts, the sulfate radical
is only 0.2 volts less than that observed with ozone or hydroxyl radicals (Fenton's
reagents). Due to the larger size of the sulfate radical compared to other oxidants,
sulfate radicals are more selective and have slower reaction kinetics. Accordingly,
slower reaction rates result in long aquifer residence times (weeks to one month)
allowing for oxidant transport with ambient groundwater flow and treatment of difficult to
reach contaminants The slower kinetics of persulfate also results in minimal gas and
heat formation that are observed with other reagents (e.g. Fenton's). Thus, while the
reactive strength of the sulfate radical makes this technology effective for a wide range
5

New Technology
Cleanup Plan
ARCADIS
of contaminants (including BTEX), the slower reaction rates allow for extended
treatment in-situ and lower health and safety concerns.
Care must be taken in direct handling and injection of persulfate. During above-ground
mixing of persulfate and activator, sufficient health and safety precautions (personal
protection equipment, secondary containment)must be employed to prevent exposure.
While persulfate is an effective oxidant, injection will lead to increased sulfate
concentrations that are significantly higher than the background level. Sulfate is not
toxic, however, and current sulfate standards are based on preventing taste and odor
issues in drinking water opposed to human health concerns. This increase is only
temporary and sulfate concentrations will decrease and attenuate to natural
concentrations. This temporary increase in sulfate will be limited to the area of the
injection wells and will not affect the drinking water wells identified in the CSA
conducted by Law Engineering in 1989 and the current CSA conducted by ARCADIS
in 2010.
3.2 Site Specific ISCO Details
The goal of the ISCO injection would be to reduce groundwater concentrations of
BTEX compounds currently exceeding the 2L standard. Groundwater sampling
activities on April 30, 2009 indicated dissolved-phase impacts remain above the NCAC
2L standard in the vicinity of monitoring wells MW-4, MW-8, and MW-PT.
A focused ISCO(sodium persulfate) injection treatment system is proposed at this
facility to address the center of the delineated dissolved-phase benzene plume, in the
vicinity of monitoring wells MW-4, MW-8, and MW-PT. Eight wells installed in the
source area in November 2009 could be converted to injection wells to accomplish this
as presented on Figure 10. These wells were installed to a total depth of
approximately 26 feet bgs utilizing hollow-stem auger drilling technology. The wells
were constructed with 10-feet of 2-inch diameter stainless steel 10-slot well screen and
approximately 16-feet of 2-inch diameter PVC riser pipe extended upward to within 0.5
feet of the ground surface.
During well installation, treatability samples were collected as part of the pre-design
evaluation of the ISCO injection design. The treatability samples included target
constituent analysis as well as chemical oxidant demand in both soil and groundwater
samples. The chemical oxidant demand of the soil and groundwater were used to
estimate the Site-specific persulfate loading rate necessary for injection. As presented
on Figure 10, the proposed injection wells are located such that they address the
6

New Technology
ARCADIS Cleanup Plan
BTEX isocontours as observed in April 2009. The proposed injection wells are spaced
approximately 20 feet on center, corresponding to an injection radius of influence (ROI)
of approximately 10 feet.
Based on a 10 ft ROI, an estimated injection volume of approximately 2,400 gallons will
be required per well to establish a uniform treatment zone. Simultaneous delivery to
each of the injection wells will be conducted via manifold from the mixing tank.
Immediately before injection, the dilute (approximately 25 g!L) sodium persulfate
solution will be activated by adding a low dose of ferrous sulfate (0.6 gIL) and citric acid
(0.2 gIL). The activation of the sodium persulfate results in the creation of sulfate
radicals which are responsible for the destruction of the BTEX constituents. After
activation, the injection solution will be delivered to the subsurface under low pressure
so as not to exceed the soil pressure and create preferential flow paths (approximately
5-pounds per square inch [psi]). Pressure readings will be collected at the injection
wellhead to ensure that the injection pressure does not result in fracturing of the
subsurface. Pressure transducers and grab samples will also be used to confirm
arrival of the injection solution at wells MW-4 and IW-1. Based on the total volume
injected prior to arrival and the relative distance between the injection well and
monitoring location, the mobile porosity and total treatment area can be determined.
Prior to injection, appropriate permitting will be requested for injection of dilute sodium
persulfate pursuant to Underground Injection Control (UIC)permit requirements.
Monitoring activities following the injection event will likely include the collection of
sodium, sulfate, total dissolved solids, pH and metals analyses for iron and manganese
to monitor any temporary changes in the groundwater and the subsequent restoration
of pre-injection conditions following the injection event.
Monitoring wells MW-PT and MW-6, located downgradient of the injection wells, as
well as wells MW-4 and MW-8 (within the injection area)will be used as performance
response wells to evaluate these analytes as well as VOC concentrations over time.
Based on ARCADIS experience, it is anticipated that injected persulfate will be entirely
consumed within 2 months of the injection.
The total duration of the injection event is estimated to be one week. The need for
subsequent injections will be evaluated based on BTEX concentrations observed
during post-injection groundwater sampling events. The proposed sodium persulfate
injection activities will be implemented following approval of the UIC permit and this
NTCP.
7

New Technology
ARCADIS Cleanup Plan
3.3 Monitoring &Sampling Plan
Following completion of the initial ISCO event, quarterly remedial effectiveness
monitoring will be conducted. The monitoring will include gauging and sampling for
laboratory analysis of BTEXIMTBE/IPE by United States Environmental Protection
Agency (USEPA) Method 8021 in accordance with the currently established
groundwater monitoring plan. The existing monitoring well network in the near vicinity
of the treatment zone will be sufficient to evaluate the overall success of the focused
ISCO event. Monitoring wells MW-4, MW-6, MW-8, and MW-PT will be used to
evaluate the extent of hydrocarbon destruction, the longevity of the oxidant, and the
stability of the groundwater plume. As these wells are outside of the estimated ROI,
decreasing trends will be indicative of hydrocarbon reduction and not dilution via the
injection event. As discussed above, additional monitoring at these wells will likely
include sodium, sulfate, total dissolved solids, pH and metals analyses for iron and
manganese.
Other wells located outside of the vicinity of the treatment zone will be sampled semi-
annually or annually according to the existing sampling program. During the
monitoring phase, no active remediation will be conducted at the Site, and quarterly
monitoring will continue as needed to evaluate remedial effectiveness. Groundwater
analytical data will be evaluated to determine whether the ISCO has effectively
decreased dissolved-phase hydrocarbon concentrations. After careful evaluation of
Site data, additional remedial actions will be proposed to NCDENR. The proposed
future remedial activities will likely consist of either additional ISCO injection events or
resumption of the existing MNA sampling program.
3.4 Project Work Schedule
The proposed injection treatment will be conducted within approximately 1 month of
approval of the Underground Injection Control (UIC)permit. The effectiveness of the
sodium persulfate injection treatments will be evaluated through groundwater
monitoring on a quarterly basis after the injection event to document trends in
dissolved-phase BTEX, MTBE, and IRE concentrations. Additional future schedules
will be determined based on evaluation of the quarterly monitoring data.
8

t � I
4. Description of Costs Associated with the Proposed New Technology
Preliminary costs have been developed for the application of the ISCO of sodium
persulfate. Table 6 lists the cost drivers to implement this remedial option. The cost
estimate considers both direct and indirect capital costs. This cost is based upon best
available information and standard engineering practices.
9

I
5. References
Law Engineering(Law). 1989. Initial Site Characterization and Free Product Removal.
United Parcel Services, Rocky Mount, North Carolina.
ARCADIS.2009. Comprehensive Site Assessment Addendum.
' United Parcel Services, Rocky Mount, North Carolina. December 2009.
•
10

ARCADIS
Tables

TABLE 1
Monitoring Well Construction Data
UPS - Rocky Mount Center
Rocky Mount, North Carolina
Groundwater Incident No. 5019
Well Screen Total Measured Top of Casing
Well Diameter Interval Depth Total Depth Elevation
Designation (inches) (ft-bgs) (ft-bgs) (ft-btoc) (ft-msl)
MW-2 2 13 - 23 23 23.1 130.02
MW-3 2 13.5 - 23.5 23.5 23.2 129.58
MW-4 2 20 - 30 30 29.4 129.96
MW-5 2 13 - 23 23 23.5 129.21
MW-6 2 13 - 23 23 23.0 130.70
MW-7* 2 42 -47 47 46.8 129.99
MW-8 2 13 - 23 23 23.5 130.45
MW-9 2 15 - 25 25 24.9 131.27
MW-10 2 15 - 25 25 25.3 131.04
M W-11* 2 59.5 - 61.5 61.5 61.2 131.16
MW-12 2 16 - 26 26 26.3 131.94
MW-13 2 15 - 25 25 25.4 129.64
MW-14 2 14.5 - 24.5 - 24.5 25.6 131.63
MW-15 2 15 - 25 25 24.7 131.27
MW-16 2 15 - 25 25 25.3 131.01
MW-17 2 17 - 25 25 24.8 131.38
MW-18D* 2 44 - 49 49 _ 48.9 129.65
MW-19S 2 15 - 25 25 25.0 129.58
MW-PT 4 10.5 - 40.5 40.5 34.8 129.58
RW-A 6 NA 50 48.1 129.42
RW-B 6 NA 50 48.0 129.95
RW-C 6 NA 50 NM 128.59
Notes:
ft-bgs = Feet below ground surface.
ft-btoc = Feet below top of casing.
ft-msl = Feet above mean sea level.
* Deep well.
ARCADIS Page 1 of 1

TABLE 2
Current and Historical Groundwater Elevations
UPS -Rocky Mount Center
1 Rocky Mount, North Carolina
Groundwater Incident No.5019
4/27/2009 18.15 112.86
MW-16 6/25/2008 131.01 19.65 111.36
3/12/2007 17.02 113.99
4/27/2009 18.24 113.14
,, ` MW-17 6/25/2008 131.38 19.71 111.67
3/12/2007 17.14 114.24
4/27/2009 16.42 113.23
�,,'f MW-1813` 6/25/2008 129.65 17.91 111.74
3/12/2007 16.63 113.02
•
,` 4/27/2009 16.23 113.35
r ; MW-19S 6/25/2008 129.58 17.69 111.89
3/12/2007 15.16 114.02
` • 4/27/2009 16.42 113.16
i MW-PT 6/25/2008 129.58 17.90 111.68
3/12/2007 15.30 114.28
4/27/2009 16.01 113.41
RW-A 6/25/2008 129.42 17.70 111.72
3/12/2007 16.56 112.86
4/27/2009 16.95 113.00
RW-B 6/25/2008 129.95 18.41 111.54
3/12/2007 16.16 113.79 •
4 4/27/2009 15.4 113.19
RW-C 6/25/2008 128.59 16.21 112.38
' 3/12/2007 14.16 114.43
Notes:
' , ft-btoc=Feet below top of casing.
ft-msl=Feet above mean sea level.
*Deep well.
) NG=Not Gauged
-Not Found
MW-9 is presumed destroyed during demolition of landscape area and coversion to paved
parking area by property owner
.,
t �
ARCADIS 2 of 2

TABLE 3
Summary of Groundwater Sampling Rasutts
UPS-Rocky Mount Canter
Rocky Mount,North Carolina
Groundwater Incident No.5019
Well Dada oM1m� Toluene Eth CS-C8 C9-C18 C9-C10
ym.nzena Total xylem.. Total BTU 117HE 1PE Lead
Oesi0nat5on Sampled /Uiphatics Aliphatic. Aromatics
21.Standard 1 1,000 550" 530 8E 200 TO 15 420 A280 210
BCL Standard 5000 257.500 04,500 07,600 NE 200000 70.000 15.000 NE NE NE
04-1 11/52009 410 21,000 2,900 16,000 40,310 <2,000 <2.000 NA NA NA NA
tW-2 11/5/2009 330 13,000 " 3,100 16,000 32.430 <1,000 <1,000 79 NA NA NA
lW-3 111512009 86 1,200 1,100 _ 5,900 9,288 _ <200 <200 NA NA NA NA
PH-4 11/5/2009 <20 160 130 1,900 2,_190 <200 _ <200 190 NA NA NA
1W-5 11/5/2009 <10 52 150 1,200 1.402 <100 <100 NA NA NA NA
11105 11/52009 460 16,000 2,900 15,000 34 360 <1000 <1000 NA NA NA NA
1111-7 11/5/2009 150 4,100 2,700 14,000 20,950 <500 <500 NA NA NA NA
IW-6 _11/5/2009 75 380 700 2,400 3,555 <200 <200 85 NA NA NA
4/30/2009 <1.0 <5.0 <5.0 <10 <21 <5.0 <5.0 11 NA NA NA
6/25/2008 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 29 H NA NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 14 NA NA NA
05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 6.3 NA NA NA
11/11/05 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
10/25/04 <1.0/<1.0 <1.01<1.0 <1.0/.1.0 <2.0/<2.0 <5.0/.5.0 <10/<10 <1.0/<1.0 47/47 NA NA NA
09/04/03 <1.0 <1.0 <1.0 <2.0 .5 0 <10 <10 21 NA NA NA
_ 05/15101 <1 <1 c1 <I <1 <8 <8 7 NA NA NA
02/01/99 <1 <1 _ <1 <2 <2 <1 <1 NA NA _ NA NA
010/,2 02/01/96 , NC NO ND 54 5.4 6.8 NA NA NA _ NA NA
11/01/95 790 660 ND 730 2,180 ND NA NA NA _ NA NA
08/01/95 120 110 12 130 372 170 NA NA NA _ NA NA
05/01/95 120 49 ND _ 100 269 220 NA NA NA NA NA
02/01/95- 870 170 13 360 1,233 110 NA NA NA NA NA
11/01/94 840 140 23 540 1,543 38 NA NA NA - NA NA
08101/94 900 730 ND $30 2,460 330 NA NA NA NA NA
05/01/94 110 36 44 360 510.4 140 NA NA NA _ NA NA
-
02/01/94 4 ND 0.6 4.6 9,3 8.2 NA NA NA NA NA
11/01/93 3 0.5 0.7 7.2 11.6 16 NA NA NA NA NA
06/01/90 ND NA NA NA ND NA NA NA NA NA NA
06/25108 <1.0 , <1.0 <1.0 <2.0 <5.0 <10 <10 9.1 H NA NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 22 NA NA NA
-0523/06 <1.0 <1.0 - <1.0 <2.0 c5.0 <10 <10 15 NA NA NA
11/11/05 <1_0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
^10/25/04 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 18 NA NA NA
09/04103 c1-0 <1.0 <1.0 .2.0 <5.0 <10 <10 16 NA _ NA NA
05/15/01 <1 <1 .. <1 <1 <1 <8 <8 21 NA NA NA
62/01/99 2 <1 <1 2.3 4.3 8.5 <1 NA NA NA NA
-
11101/97 6-5 <1 <1 8.4 12.9 <10 NA NA NA NA NA
IIMfa 02/01/96 28 35 3.3 56 122.3 13 NA NA NA NA NA
11/01/95 24 28 2.6 30 84.6 16 NA NA NA NA NA
08/01/95 50 48 4 62 181.8 22 NA NA NA NA NA
45/01195 42 48 3.9 60 173,9 23 - NA NA NA - NA NA
02/01195 27 35 2,1 34 98.1 16 NA _ NA NA NA NA
11/01/94 ND ND NO 2.3 2.3 ND NA NA NA NA - NA
08.101/94 46 45 ND 60 151 ND NA NA NA NA NA
05/01/94 20 5 _ 0.9 27 52.9 3.9 NA NA NA NA NA "
02/01/94 21 26 1 - 25 73 4.6 NA NA - NA NA NA "
11/01/93 ND ND ND ND NO NO NA NA NA NA NA
06/01/90 ND NA NA NA ND NA NA NA NA NA NA
_ 04/30/09 330 5,900-0 900 4,900 12,030 <120 <120 9.3 NA NA NA
06/25/08 720 19,000 2,400 14,000 36,120.0 , <2,000 <2.000 7.8 H NA NA NA
03/12/07 , 360 0 6600 0 1500 0 6300 O 18,960 <500 <500 7.9 - NA NA NA
05/23/06 900 12,000 1,900 10,000 24,800 27 <10 7.4 NA NA NA
11/11/35 620E44100)870E/(15,000D)1,400E41,9000)5,200E)10,0000 8,090E1(27,3100) 16/(<2,000D)<10/{<2.0000) 12 NA NA NA
1025104 610/520 , 15,000/13,000 3,200/2,700 10,000/8,1100 28,81025,020 7,300/6,200 .500/<500 19/(17) NA NA NA
_
09/04103 <500 8,600 1,200 6,400 16,600 <5000 <5000 9 NA NA NA
05/15/01 900 16,000 1,600 11,000 29,700 1,400 310 11 NA NA NA
02/01/99 1,200 8,900 900 6,200 17,280 140 NA NA NA NA NA
MW-4 02/01/96 1,300 27,000 1,200 10,000 39,500 ND NA NA NA NA NA
11/01/95 ND 32,000 _ 1,800 10,000 43,800 ND NA NA NA NA NA
013/01/95 2,900 35,000 2,500 13,000 53,400 350 NA - NA NA NA - NA
-
/ 05/01/95 3,100 35,000 2,400 12,000 52,500 ND NA NA NA NA _ NA
02/01/95 3,400 36,000 _ 2,600 - 13,000 55,000 ND NA NA NA NA NA
11101/94 0�100. 37,000 2,400 12,000 59,700 ND NA NA NA NA NA
08101/94 , 14009 36,000 - ,600 14,000 66,609 NO NA NA NA NA NA
05/01194 10000 29,000 ^ 2100 13,000 62,100 180 NA NA NA NA NA
02/01/94 30A00 49,000 2,600 13,000 103,600 470 NA NA NA NA NA
06/01/90 10,000 22,000 1,600 0,300 49,900 NA NA _ NA NA NA NA
05115/01 <1 <1 <1 <1 <1 <8 <8 29 NA NA NA
02/01/99 <1 <1 <1 <2 <2 <1 <1 NA NA NA NA
02/01/96 ND ND - ND ND ND ND NA NA NA NA NA
11/01/95 ND ND ND ND ND ND NA NA NA NA NA
08/01195 ND ND ND ND ND ND NA NA NA NA NA
MW-S 05/01195 ND ND ND ND ND ND NA NA NA NA NA
02/01/95 ND ND ND ND ND ND NA NA NA NA NA
11/01/94 ND ND ND ND ND ND NA NA NA NA NA
08/01/94 ND ND ND 0.63 0.63 ND NA NA NA NA NA
05/01/94 ND ND ND ND ND ND NA - NA NA NA NA
06/01/90 ND ND ND ND ND NA NA NA NA NA NA
ARCADIS 1 of 5

1 ', ��
TABLE 3
Summary of Groundwater Sampling Results
UPS-Rocky Mount Canter
Rocky Mount,North Carolina
Groundwater Incident No.5019
,
Wa0 Data Benzene Tattling" Ethymm emne Total Xylanes Total BTEX NRBE IPE Lead C54:8 C94:18 C9410
DeslQnat[on Sampled Aliphatic/ Aliphatic" AmmatiCS
04/30/09 230 110 270 <20 610 36 <10 33 NA NA NA
03/12/07 110 56 170 44 380 31 <10 6 NA NA NA
05/23108 280 140 550 16 988 <10 <10 13 NA NA NA
11/11105 25 6.3 17 <2.0 482 <10 14 <5.0 NA NA NA
I 10/26/04 70 10 10 <20 _ 90 120 <10 <5 NA NA NA
09/03/03 68 64 150 640 920 <250 <250 7 NA NA NA
05/15/01 100 20 34 20 174 120 19 27 NA NA NA
02101/96 84 400 120 800 1,404 24 NA NA NA r NA NA
r I&W4 11/01/95 ND 17.000 3,200 20,000 40,200 ND NA NA NA NA NA
08/01/95 2.3 3.1 ND 8.7 12.1 16 NA NA NA NA NA
05/01/95 23 76 5.1 55 159.1 38 NA NA NA NA NA
02/01/95 4,500 15,000 1,700 9,900 31,200 ND NA - NA NA NA NA
11/01/94 4,300 9,000 910 5,700 19,910 ND NA NA NA NA NA
08/01/94 1,900 2.400 270 1,800 6,370 590 NA NA NA NA NA
05F01194 120 170 9.8 89 388.8 140 NA NA NA NA NA
02/01/94 t.18,800Y 13,000 1,100 7,000 31,100 2,300 NA NA NA NA NA
06/01/90 1,900 1,400 190 1,200 4,690 NA NA NA NA NA NA
04/27/09 <1.0 5.3 8.1 28 39.4 <5.0 <5.0 6 NA NA NA
06/25/08 1.4 21 20 110 152.4 <10 <10 <5.0 H NA NA NA
03/17/07 <1.0 1.4 <1.0 2A 3.8 <10 <10 <5.0 NA NA NA
r 05/23/08 6.4 91 74 380 551 <10 <10 <5.0 NA NA NA
r
11/11/05 <1.0 6.7 28 _ 13 22.6 <10 <10 <5.0 NA NA NA
1025104 2.111<10) 24/(22D) 21/(210) 67/(65D) _ 114/(108) 200E1(2000) 5.11(<10) <5 NA NA NA
09104/03 2.1 19 12 67 100.1 <10 11 <5 NA _ NA NA i
05/15/01 6 51 24 140 221 <8 11 7 NA NA NA 1
i _02/01/99 10 79 32 170 291 1 NA NA NA NA NA
02101/96 7.8 50.0 17.0 92.0 167 5 NA NA NA NA NA
11W-T 11/01/95 13 66 24 130 233 5.9 NA NA NA NA NA I
08/01/95 8.1 42 17 72 139.1 13 NA NA NA NA NA
05/01/95 9.2 57 18 90 _ 174.2 7 NA NA NA NA NA
02/01/95 13 80 26 120 239 9.8 NA NA NA NA NA
11/01/94 14 88 31 160 293 ND NA _ NA NA NA r NA•
I 08/01/94 13 52 18 100 183 1.8 NA NA NA NA NA
05/01/94 21 130 38 200 389 29 NA NA NA NA NA
02/01/94 14 74 21 110 219 3.6 NA NA NA NA NA
11/01/93 28 160 44 210 442 7.6 NA NA NA NA NA
03101/91 15 67 13 85 180 ND NA NA NA NA NA
06/01/90 31 110 20 98 259 NA _ NA NA NA NA NA
04/30/09 940 4,800 1,400 5,200 12,340 <120 <120 35 NA NA NA
06/25/08 510 620 400 210 1,740 64 50 66 H NA NA NA
03/12/07 78 D 330 D 270 D 300 D 978 <20 <20 17 NA NA NA
05/23/06 1,500 8,800 1,500 4,700 14,500 <10 <10 33 NA NA NA
11/11/05 55 340 . 59 140 594 <50 <50 <5.0 NA NA NA
10/25/04 _ 360 370 680 <200 1,410 1,700 <100 34 NA NA NA
09/03/03 260 1,200 780 2,500 4,740 <1000 <1000 23 NA NA NA
05/15/01 400 490 310 930 2,130 400 87 20 NA NA NA
02/01/99 1,700 19,000 2,300 13000 35,000 200 <200 NA NA NA NA
02/01196 38 29 28 190 285 17 NA NA NA NA NA
11/01/95 5.8 5.8 3.6 23 38.2 3.4 NA NA NA NA NA_
08/01/95 28 31 24 150 231 17 NA NA NA NA NA
-
05131/95 22 35 22 170 249 ND NA NA NA NA NA
. _ 02/01/95 11 12 42 29 56 7.7 NA NA NA NA NA
-11/01194 170 380 27 150 707 4.3 NA NA NA NA NA
1I 08/01/94 110 170 18 170 468 12 NA NA NA NA NA
05/01/94 490 970 190 1,200 2,850 47 NA NA NA NA NA
02/01/94 4,500 4,000 350 2,400 11,250 1,000 NA NA NA NA NA
11/01193 3,100 3,900 110 2,000 9,110 280 NA NA NA NA NA
06101/90 3,800 5,900 _ 600 3,700 14,000 NA NA NA NA NA NA
09/04/03 NS-Destroyed
05/15/01 59 5.6 <1 110 175 <8 < 14 NA NA NA
02/01/96 3,300 1,600 110 2,500 7,510 570 NA NA NA NA NA
11/01/95 510 74 ND 420 1,004 160 NA NA NA NA NA
08/01/95 190 12 ND 150 352 80 NA NA NA NA NA
05/01/95 130 32 ND 76 209.2 80 NA NA NA NA NA
I AAW-91 02/01/95 4 ND ND 2 6 10 NA NA NA NA NA
11/01/94 8.7 ND ND 4.6 13.3 3.1 NA _ NA NA NA NA
08/01/94 53 3 ND 30 88 48 NA NA NA NA NA
05/01/94 14 2.8 3.1 38 57.9 28 NA NA NA NA NA
02/01/94_, 55 22 ND 20 772 360 NA NA NA NA NA
11/01/93 430 17 ND 190 _ 637 1,000 NA NA NA NA NA
04/01/91 ND 1 ND ND ND ND 61 NA NA NA NA NA
- ARCADIS 2 of 5

1 I
1
TABLE 3
Summary of Groundwater Sampling Results
I UPS-Rocky Mount Center
Rocky Mount,North Carolina •
Groundwater incident No.5019
Well Data Benzene Toluene Ethylbenzene Total Xylem!. Total BTEX MTBE IPE Lead CS�D C9�1D C9�10
--' Designation Sampled AliphaDes ASphatlee Aromatics
03112/07 <1.0 <1.0 <1.0 Q.0 <5.0 <10 <10 18 NA NA NA 1
05123106 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 9.5 NA NA NA i
10/25104 <1.0 <1.0 <1.0 e2.0 .55.0 <10 <10 15 NA NA NA
09/02/03 <1.0 <1.0 <1.0 e2.0 <5.0 <10 <10 12 NA NA NA
L 05/15/01 <1 <1 <1 c1 <1 <8 e8 57 - -
NANA NA
02/01/99 48 92 48 140 328 57 <1 NA NA - NA NA
-
02131/96 35 27 8.8 150 221 9 NA NA NA NA NA
- 11/01/95 81 28 17 190 316 41 NA NA NA NA NA
MW-10 08/01/95 1 ND ND ND 1 ND NA NA NA NA NA
05/0/195 ND ND ND ND ND 1.8 NA NA NA NA NA _
- 02/01/95 22 ND ND 13 35 12 NA NA NA NA NA
11/01194 16 9.9 1.4 27 54.3 ND NA NA NA NA NA
08/01/94 6.7 4.7 0.7 11 23.1 3.8 NA NA NA NA NA
05/01194 2.9 1 ND 32 6.7 24 NA NA NA NA NA
02/01/94 620 16 0.7 250 886.7 110 NA NA NA NA NA
11/01/93 480 31 5.6 200 716.6 130 NA _ NA _ NA NA NA
-- - 0410//91 270 67 7 180 524 880 NA NA NA NA NA
04/30/09 <1.0 <5.0 <5.0 <10 <21 <5.0 <5.0 2 NA NA NA
J 03/12/07 <1.0 <1.0 <1.0 <2.0 _<5.0 <10 <10 <5.0 NA NA NA
! 05123/06 1.7 3.3 <1.0 2.1 7.1 <10 <10 7A NA NA NA
10,225/04 <1.0 <1.0 <1.0 - <2.0 <5.0 <10 <10 16 NA NA NA
I 09/03/03 <1.0 <1.0 <1.0 <20 <5.0 <10 <10 9_ NA NA NA
05/15/01 <1 <1 <I <1 _ <1 <8 <8 14 NA NA NA
02/01/99 <1 e1 <1 <2 e2 <1 <1 NA NA NA NA 1
MW-H• ._02/01f96 1.9 25 ND 22 6.6 ND NA NA NA NA NA
11101/95 2.8 ND ND ND 2.8 ND NA NA NA NA NA
08/01/95 ND ND ND ND ND ND_ NA NA NA NA NA
05/01/95 ND ND ND ND ND ND NA NA NA NA NA
02/01/95 1.4 ND _ ND ND 1.4 ND NA NA NA NA NA
11101/94 25 ND ND ND 2.5 ND NA NA NA NA NA
08/01/94 0.41 0.30 ND ND 0.71 0.84 NA_ NA NA NA NA
05/01/94 0.19 0.38 0.24 _ 0.46 1.27 2.4 NA NA NA NA NA
04/01/91 2 1 ND 2 5 4 NA NA NA NA NA
05/15/01 <1 <1 e1 c1 <1 <8 <8 22 NA NA NA
02/01/99 e1 <1 c1 .2 c2 <1 <1 NA NA NA NA
02/01/96 ND ND ND _ ND ND ND NA NA NA NA NA
11/01/95 ND ND ND ND ND ND NA NA NA NA NA
1 08/01/95 ND ND ND ND ND ND NA NA NA NA NA
511N-12 05/01/95 ND ND ND ND ND ND NA NA NA NA NA
02101/95 ND ND - ND ND ND ND NA NA NA NA NA
11/01/94 ND ND _ ND ND ND ND NA NA NA NA NA
08/01/94 ND ND ND ND ND ND NA NA NA NA NA
I 05/01/94 ND ND ND ND ND ND NA NA NA NA NA
02/01/94 ND ND ND ND ND ND NA NA _ NA NA NA
- 11/01/93 ND ND ND ND ND ND NA NA NA NA NA
05/15/01 <I c1 Cl r <1 <1 <8 <8 65 NA NA NA
02/01/99 <1 <1 <1 c2 <2 <1 <1 NA NA NA _ NA
1 02/01/96 ND ND ND ND ND ND NA NA NA NA NA
11/01/95 ND ND ND ND ND ND NA NA NA NA NA
• 08/01/95 ND ND ND NI] ND ND NA NA NA NA NA
MW-13 05/01/95 ND ND ND ND ND ND NA NA NA NA NA
02101/95 ND ND ND ND ND ND NA NA NA NA NA
11/01194 ND ND ND ND _ ND ND NA NA NA NA NA
08/01/94 ND ND ND ND ND ND NA _ NA NA NA NA
05/01/94 - ND ND ND 1.6 1.8 ND NA NA NA NA NA
- 02101/94 0.9 1.6 ND 1.7 42 ND NA NA NA NA NA r
11/01/93 ND ND ND ND ND ND NA NA NA NA NA
i
ARr.ADIS 3 of 5

TABLE 3
Summary of Groundwater Sampling Results
OPS-Rocky Mount Center
Rocky Mount,North Carolina
Gnoundwator Incident NO.5019
Well Date Benzene Toluene E CS Ca C9-C18 C9.C10
-- Doelgnatlon Sampled thyi6enrsme Total Xylem* Total BTFR VIBE IPS Lead
lUlphatics AliphatIce Aromatics
0625/08 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 H NA NA ~ NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 30 NA NA NA
0512310E c1.0 <1.0 <1.0 <2.0 <5.0 <10 c10 47 NA NA NA
11/11/05 <1.0 1.0 <1.0 <2.0 _ 1.0 <10 <10 <5.0 NA NA NA
1026N4 5.41(<5.01 c1.0l(5.0) <1.0/(<5.0) <2.01(<10) 5.0/(<25) 10081(990) <1.01(cS.0) 29 NA NA NA
09/02103 <1.0 _ <1.0 <1.0 <2.0 <5.0 <10 <10 17 NA NA NA
05/15/01 7.4 41 <1 8.1 15.5 22_ <8 40 NA NA NA
02101/99 <1 <1 <1 <2 <2 - <1 <1 NA NA NA NA
MW-14 02/01/96 ND ND ND ND ND ND NA NA NA NA NA
11/01105 ND ND ND ND ND ND NA NA NA _ NA NA
08/01195 ND ND ND ND ND ND NA NA NA NA NA
05/01/95 ND ND _ ND ND ND ND NA NA NA NA NA
02/01/95 ND ND ND NO ND ND NA NA NA NA NA
11/01/94 ND ND ND ND ND ND NA NA NA- NA NA
08/01194 ND ND ND 651 0.51 0.1E NA NA NA NA NA
05/01194 ND ND ND 8 8 0.22 NA NA NA NA NA
02/01/94 ND ND ND ND ND ND NA NA NA - NA NA -
_ 11101193 85 1.6 ND 43 129.6 22 NA NA NA - NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 11 NA NA NA
_05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA -
1025/04 <1.0 <1.0 <1.0 _ <2.0 <5.0 <10 c10 18 NA NA NA
09/03/03 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5 NA NA NA
05/15/01 <1 <1 <1 <1 <1 <8 <8 4 NA NA NA
02/01/99 <1 <1 <1 Q <2 <1 <1 NA NA NA NA
02/01/96 _ 1.3 1.1 ND 1.8 4.2 - 100 NA NA NA NA NA
MW-15 11101/95 ND ND ND ND ND 20 _ NA NA NA _ NA NA
- 08/01/95 ND ND _ ND ND ND 1.4 NA NA NA NA NA
05/01/95 ND ND ND ND ND 12 NA NA NA NA NA
02/01195 1.3 ND ND 2.5 3.8 32 NA NA NA NA NA
11/01/94 30 ND ND 7.8 37.8 20 NA NA NA NA NA
_ 08/01/94 9.2 ND ND 2.5 11.7 47 NA NA NA NA NA
05/01/94 ND ND ND ND ND NA NA NA NA NA NA
02/01/94 27 1.9 ND _ 10 38.9 100 NA NA NA NA NA
06/25108 <1.0 _ <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 H NA NA NA
03/12)07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 13 NA NA NA
_ 05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 14 NA NA NA
11/11/05 <1.0 <1.0 <1.0 <2.0 <5.0 <10.0 21 <5.0 NA NA NA
1025l04 N.0 ct.0 _ c1.0 Q.0 i5.0 e10 c10 <5 NA NA NA
09/03/03 <1.0 <1.0 <1.0 <2.0 <5.0 _ <10 <10 16 NA NA NA
O5/15/01 _ 2.4 c1 <1 _ <1 2.4 <8 <9 12 NA NA - NA
02/01199 670 200 400 1,200 2,470 88 <10 NA NA NA NA
MW-16 0210119E ND ND ND ND ND 1.6 NA NA NA NA NA
11101/95 ND ND ND ND ND 3.7 NA NA NA NA NA
08/01/95 ND ND ND ND ND ND NA NA NA NA NA i
05/01/95 1 ND ND ND 1 1.8 NA NA NA NA NA i
02101/95 3.4 ND ND 2 SA 3.1 NA NA NA r NA NA
11101/94 ND ND ND ND ND ND NA NA NA NA NA
08/01194 ND ND ND ND ND 0.51 NA NA _ NA NA NA
05/01/94 ND ND ND ND ND NA NA NA NA NA NA
02/01/94 ND ND ND ND NO 4.3 NA NA NA NA NA
11/11/05 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 CS.O NA _ NA NA
05/15/01 <1 <1 <1 <1 <1 <8 <8 37 NA NA NA
MW-17 02101/99 <1 <1 <1 <2 <2 <1 <1 NA NA NA NA
^02/01196 NO ND ND ND ND ND NA NA NA NA NA
11/01/95 ND ND ND ND_ ND ND NA NA NA NA NA
08/01/95 ND ND ND ND ND ND NA NA NA NA NA
04/3009 <1.0 <5.0 <5.0 <10 <21 <5.0 c5.0 24 NA NA _ NA
-05/15/01 <t c1 <1 c1 <1 <8 <8 11 J NA NA NA
' MW-18D• 02101/99 <1 <1 <1 <2 <2 <1 <1 _ NA NA NA NA
11/01/97 <1.0 41 <1 <2 <2 <10 NA NA NA NA NA
0210119E . 1,800 NA NA NA NA NA NA NA NA NA NA
04/30/09 <1.0 <5.0 <5.0 <10 _ <21 <5.0 <5.0 21 NA _ NA NA
03/12/07 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 16 NA NA NA
05/23/06 <1.0 <1.0 <1.0 Q0 _ <5.0 <10 <10 35 NA NA NA
MW-19S 1025/04 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 38 - NA NA NA
' 05115/01 <1 <1 <1 ci <1 <8 <8 40 NA NA NA
02/01/99 <1 <1 <1 <2 <2 _ <1 <1 NA NA NA NA
11/01/97 1.3 <1 <1 <2 1.3 10 NA NA NA NA NA
04f27109 110 _ 4,100 100 710 2,020 <50 <50 1.1 3,300 1,300 520
06/25108 300.0 8,400 960 9,300 18,960.0 <1,000 <1,000 18H NA NA NA
03/12/07 310 D 9,300 D 2,100 D 14,000 D 25,710 <1000 <100D 14 NA NA NA
0512310E 160 J 4,600 540 4,700 10,020 <10 <10 28 NA NA NA
11/11/05 350 13,000 15,000 9,600 24,450 <1000 <1000 11 NA NA NA
1026/04 <500 16,000 r 2,900 11,000 29,900 <5000 <500 27 NA NA NA
09/04103 <500 14,000 2,200 14,000 _ 30,200 <5000 <5000 27 NA NA NA
-05/15/01 340 12,000 1,100 6,700 22,140 440 <160 22 NA NA NA
MW-PT02/01/99 240 2,100 200 1,300 3,840 29 NA NA NA NA NA
02/01/96 1,880 13,000 2600 15,000 32,400 ND NA NA NA NA _ NA
11/01/95 2,000 33,000 5,400 32,000 72,400 ND NA NA NA NA NA
08/01/95 1,000 17,000 2,600 14,000 34,600 ND NA NA NA NA NA
05/01/95 2,700 27,000 2,700 18,000 48,400 ND NA NA NA NA NA
i _
02/01/95 211i5,60s 29,000 _ 2,700 15,000 52,300 ND NA NA NA NA NAB
11/01/94 iM13,e000t 34,000 2,300 12,000 61,300 _ ND NA NA NA NA NA
08/01/94 :3tt0,80084 33,000 2,700 17,000 62,700 ND NA NA NA NA NA
05/01/94 eas6,400ge 24,000 2,700 16,000 _ 49,100 ND NA NA NA NA NA
06/01/90 s3r23,100NI 36,000 2,500 14,000 75,500 NA NA NA NA NA - NA
ARCADIS Co15

TABLE 3
Summary of Groundwater Sampling Results
UPS Rocky Mount Center
Rocky Mount,North Carolina ,
Groundwater Incident No.5019
Well Dato Benzene Toluene Eth CS-CE C9-C1B C9-C10
Designation Sampled ylbemm�e Total 7fylenos Tots!HTEX 1JR8E IPE Lead Atipha0rb Aliphatic Aromatic
0615108 - <1.0 <1.0 1 <1.0 <2.0 <5.0 _ <10 <10 <5.0 H NA NA NA
03/12/07 c1.0 _ <1.0 <1.0 <2.0 6.0 <10 dD <5.0 NA NA NA
6523106 <1.0 1.5 <1.0 <2.0 1.5 <10 <10 <5.0 NA NA NA
RW.A 11/11/05 <1.0 <1.0 <1.0 <2.0 <5.0 <10 _<10 <5.0 NA NA NA
10/26/04 <1.0 - <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA NA NA
09/04/03 4.2 4.6 1.7 60 90.5 <10 <10 <5 NA NA NA
10/01/01 <1 _ <1 <t <1 s1 <6 c1 <10 NA NA NA
04127109 <1.0 <5.0 _ <5.0 <10 <26 <5.0 <5.0 2.5 NA -. NA NA
' 06/25538 _ <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 11 H NA NA NA
±, 03/12107 <1.0 <1.0 <1.0 Q.0 <5.0 <10 <10 _ <5.0 NA NA NA
RW-B 0523/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 7.4 NA NA NA
10/25/04 <1.0 <1.0 <1.0 <2.0 _ <5.0 <10 <10 200 NA NA_ NA
09/03103 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 11 NA NA NA
.° _ 10/01/014.3 <1 <1 <1 4.3 <1 <10 NA NA NA '
0427/09 <1.0 c5.0 <5.0 <10 c26 c5.0 c5.0 27 NA NA NA
0625N8 <1.0 4.7 9.7 24 38A <10 <10 <5.0H NA NA NA
03/12/07 , <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 <5.0 NA _ NA NA
RW-C 05/23/06 <1.0 <1.0 <1.0 <2.0 <5.0 <10 <10 27 NA NA NA
1025104 _ <50 120 <50 110 230 1,700 <50 <5.0 NA NA NA
i 09104103 <1.0 _ <1.0 <1.0 Q0 <5.0 <10 <10 <5 NA NA NA
02/01/99 3.6 11 2.4 _ 15 32 <1 <1 NA NA NA NA
Notes:
Bold o Exceeds the NCAC 2L standard
a Euoa lSltrdadl ada INa t �
! ' All unite in micrograms per liter(NUR)
I E=The reported result exceeded the calibration range of the Instrument;secondary dilution required
-- D=Surrogate or matrix spike recoveries ware net obtained because the extract was diluted for analysis;also compounds analyzed at a dilution will be flagged with a D
H=Sample was prepped or analyzed beyond the specd'ied holding time
- ND=Not detected at or above the laboratory reporting limit
NA=Not Analyzed
NE=Not Established
'i •=Deep wall
NS=Not Sampled
=represents duplicate sample results
/()=dilute sample run results
1=rveil MW-9 is presumed destroyed during demolition cf landscape area for conversion to paved parking area by property owner
I
i
- ARCADES 5 of 5

_q TABLE 4 ,
Summary of Soil Sampling Results
• Apr-09
UPS-Rocky Mount Center '
Rocky Mount,North Carolina
Groundwater Incident No.5019
- ; ,r: , ., •"_:Contaminant of,Conceric _- j
• v - _
_
VOCs-US EPA Methods 82608 9060 6010
•
. x L V x 3V •2M, n 4
i Sample - _ -Date' U
,ID` Depth; Collected I
a x I
I
a)y X mtu 3 m an i- 1- r°- •
SB-3 (14'-16') 4/30/2009 <0.0045 <0.0045 <0.0045 <0.0091 <RL <0.045 - <0.0091 <3,000 NA
SB-6 (14'-16') 4/30/2009 <0.0051 <0.0051 <0.0051 0.084 0.084 <0.051 <0.01 <3,000 6
r <0.0053/ <0.0053/ 0.014/< 0.121< 0.12I< <0.053/< <0.0111
u SB-6 (22'-24') 4/30/2009 0.44 <0.44 0.44 0.88 RL 4.4 <0.88 <3,000 NA
NI_
SB-8 (18'-20' 4/30/2009 <0.43 <0.43 <0.43 1.3 1.3 <4.3 <0.65 <3,000 NA
1
SB-9 (20'-22') 4/30/2009 <0.0054 0.0098 <0.0054 0.012 0.0218 <0.054 <0.011 '43,000 NA
SB-10 (16'-18')T 4/30/2009 <0.0051 <0.0051 0.006 0.045 0.051 <0.051 <0.010 <3,000 _ NA
SB-10 (18'-20') 4/30/2009 _ <2.4 <2.4 6.7 24 30.7 <24 <4.8 <3,000 NA
SB-11 (16'-18') 4/30/2009 <0.36 <0.36 1.1 6.6 7.7 <3.6 <0.72 <3,000 5.1
i SBA 1 (22'-24') 4/30/2009 <5.3 <5.3 9.5 54 54 <53 <11 <3,000 NA
n SB-12 (18'-20') 4/30/2009 <0.36 2 2.6 16 20.6 <3.6 <0.71 <3,000 NA
SB-14 (16'-18') 4/30/2009 <0.39 1.5 2.4 14 17.9 <3.9 <0.79 <3,000 NA
SB-14 (18'-20') 4/30/2009 <0.46 3.5 3.8 20 27.3 <4.6 <0.92 <3,000 NA
Soil to Groundwater MSCC(mg/Kg) 0.0056 7.3 4.6 5 NA _ 0.92 0.37 NA 270
-Residential Soil:Cleanup Levels 18 3,200 1,560 3,129 NA 213 156 NA 400
,`industrial/Commercial.Soil Cleanup. 164 82,000 40,000 , 81,760 NA 1,908 4,088 NA 400
Notes:
Ail units In milligrams per kilogram(mg/kg)
1.<=Constituent was analyzed for but not detected
2.RL=reportable limit
3.MSCC=Maximum Contaminant Concentration
4.NA=Value does not exist for this compound
5.SB-6(22'-24')was analyzed at two different dillutions
Italics indicates constituent is greater than the Soil to Groundwater MSCC(mg/kg)
i
r

Table 6
Preliminary Cost Estimate for ISCO via Sodium Persulfate
UPS Rocky Mount Center,Rocky Mount,Noah Carolina
Incident#5019
Design Assumptions
Ambient Activated Sodium Persulfate
Soft density 120 pCt
Number of Additional Injection Wells 8 SOD(NeP) 5 91k9
Depth of injection Well 26 ft
Drilling Rate 1.0 welialday
Persulfate Demand 857 kglwell
injection Rate 1.0 GPM injection Strength 44%wtlwl
Injection time 4 days Total Persulfate Demand 6854 kg
Injection Radius 10 ft
Screened Interval 10 ft
Total Treatment Volume/well 116 CV
Migratory porosity 0.10 Soil weight 301593 lb
Total Solution Vnlume(well 2.350 GAL 137088 kg
Total SOD(NaP) 1508 lbiwell
Dnp Cuttinos
Total Volume 605 cy
Number of Drums 23
Well Develaoment Water
Total Volume 35 gal
Number of Drums 1
Total Drums 1
Transport Loads I
Labor Time 6 day
10 hrlday
staff 20 each
Rate 75 $/fur
Quantity one Coal Per Unit Total Reference �r
Pre-Design Testing
Delineation Field Work
Utility clearance 1 day $1,500 $1,500
Geoprobe source delineation(moWdemob.field time) 1 day 51,500 $1,500
Falling Head Test 1 day $900 $900 Engineers Estimate
Field oversight and sampling _ 2 day $900 $1,800
Field supplies and sampling equipment 1 LS $300 $300 Engineers Estimate
Rental Equipment 1 IS $350 5350 Engineers Estimate
Infection Test Subtotal 53,350
Remedlatien Activities
Injection Well installation v
Mobilization and Demobuizaton I PER RIG $2,000 52.000 Engineers Estimate
2•PVC Injection Well Installation(aril SS screen) 6 Each $3,500 $28,000 Engineers Estimate
Well Vaults 6 Each $375 53.000 Driller Quote
Well Registration 8 Each $125 $1,000 Driller Quote
Construction Oversight 4 days $900 $3,600 Engineers Estimate
Daily Expenses{Truck.PPE,Lodging.and Meals) 4 DAY 5500 $2.900 Engineers Estimate
Drum Disposal,Non-Hazardous 24 DRUM $300 $7,200 Vendor Estimate
Baseline Laboratory Analytical
VOCs 9 each 5200 51,800 Vendor Estimate
Dissolved metals(iron,manganese) 8 each $70 $560 Vendor Estimate
Radon couples(nitrate/nitrite,sulfate/sulfide,carbon dioxi 8 each $120 $960 Vendor Estimate
Capital Cost Subtotal: $50,120
Quemoy unit Coal Per Untt Total Relyrence
Remedial Operations
Fall Scale Injections
Reagent Costs(Sodium Persulfate) 15,080 LB $1.45 $21870 Previous Project Experience
Activator 1 LS $300 $300 Previous Project Experience
Water 18.799 GALLONS 50.03 $560 Engineers Estimate
Injection manifolds,hosing,Infrastructure 1 LS $3,000 $3,000 Engineers Estimate
Trash Pump 1 each $000 $800 Engineers Estimate
500 Gallon Poly tanks(2) 1 LS $1.500 $1,500
Dairy Expenses(Truck,PPE,Lodging and Meals) I DAY $250 $250
Injection Labor 6 DAY 5900 $5.400
Remedial Operation Subtotal: $33,680
Remedial Subtotal: $87,150
Indirect Costs
Indirect Costa
Engineering Design I LUMP SUM 10% $8,720 Engineers Estimate
Project Management 1 LUMP SUM 5% $4,360 •Engineers Estimate
Implementation of H&S Measures 1 LUMP SUM 7% $8,100 Engineers Estimate
Total Indirect Cost: S19,180
Capital and Indirect Cost Subtotal: $108,330
c Pas..Cow sat,at Page 1 of 1

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Fri ili r• �. — - - i UPS—ROCKY MOUNT CENTER
J4i A INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
`w:,4y 4— INCIDENT#5019
Rr, SITE �� •t
D a LOCATION
SITE LOCATION MAP
Pi '3A5t43.
K' 40
Q 2000' 00'
— ARCADISI
FIGURE
1
'_0 x APPROXIMATE GRAPHIC SCALE0
uc�

L.
0
i'
Q /
re
EAST INDUSTRIES
MW-17
LEGEND
i 1/........h 1 RqS MW-41a SHALLOW MONITORING WELL
EAST INDUSTRIES �0 E JACKSON MOVING
MW-7Q DEEP MONITORING WELL
/ & STORAGE pMw-5 ��� RW—CO RECOVERY WELL
/
Ee
il
DESTROYED MONITORING
E ( S DYED WELL
y .... DURING PAVING OF PARKING LOT
ASPHALT
° -- - - PROPERTY LINE
w P
S 8UlLDING UPg MW-2 3 MW-16 - — — — — SANITARY SEWER
// i V WATER LINE
�,� ♦68 1 / ..
GAS GAS GAS MAIN (PUBLIC)
e •� MW-6 O Wq r�RN TELTEL TELEPHONE LINE
w B7 MW—PT 0R'FlOuse E E— ELECTRIC LINE
— - ♦0 W_ RW—B
1i:Fw=,. ///I 4
'. E UST 65 MW-4 DW MW-15 ♦ SOIL BORING (2009)
(' Q W-19 EXCAVATION • 0 1 _ CP LSON 0
© SOIL SAMPLE 2009
-18I MW-30 LIMITS •B2 B6 MW-B' Y'°q►�0 WgRryO ( )
OIL/WATER pRW-C ♦ -i1 r VSE
SEPARATOR ve / B1 A , MW-10 _
EXISTING S54/�S.S. '`� I// / INFILTRATION T Mw-7 / /
•1
STORM SWq / GALLERY �� �SS1 ♦63SPHALT I ,■ MW-14
ti c7 ` MW-13 / 0\ 2 3 1
r
7
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! I
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O. 552A /
si .
i
g5 cAsIt. Q 3 ! SECURED EQUIPMENT AREA
a (GROUNDWATER REMEDlATION SYSTEM)
's l it
1 ce.�
FORMER 250 RS �� !
GAL.i'a 1
WASTE
OIL UST _ .. .
q • ---....s.--
Mw-12
S /H RUM- A UPS ASPHALTNG I _ J 1
a41
TRANSMISSION TOWER NT DRIVE w �. I APPROX. SCALE: 1'=60'
o� I
A _�
!I
� _Cgs �— UPS-ROCKY MOUNT CENTER
s `_ S O INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
au _ r RM SWq INCIDENT#5019
I R 2 — Cf
a
& C.P. DISTRIBUTION/ AS_
o CORE CAROLINA TRUCK SERVICE SITE MAP
`�
01ARCAD1S 12
'2+ a
U C7 x

SW NE
ur
3
100— a_ n —100
I Ici_ a a
�1 —95
2.
ML ML
ra
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�� SW
8
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ei
Jl —
85
w
—
77
80— SW 5W - — — CL
LLJ
— ^ : — " - —80
0 75—_ ML/CL CL CI__------------- —
L -› — -
�� —75
o w SW
a W SW —
I w ML/CL SW L
::I
-Et
SW
a —65
8
60— - SP _ -
T SP _ _ —60
_ _ _ SP _
8 55— _ —
—55
OD r —
8.' 50— ML = FINE SANDY SILTS WITH VARNG AMOUNTS OF CLAY — _ —
S" VARYING
—50.
° - SP —1
5 SW = WELL—GRADED SAND WITH LITTLE TO TRACE SILT - —
CL = CLAY SP
45— — —45
o SP = POORLY GRADED CLEAN SAND
SM = SILTY SAND
S 40—
a I I 1 I —40
510 540 570 600 630
I
$ 0 35 I I I I I I I I I f T I I I I UPS-ROCKY MOUNT CENTER
9 0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
°
o w INCIDENT#5019
w a
GEOLOGICAL CROSS SECTION
45
K
LL 0 ARCADIS I
FIGURE

R
Z..
0
rc
EAST INDUS !S f
MW-17`
i --eft-GRASS_ ` ...
' (113.14)r LEGEND
h /
\ JACKSON MOVING MW-4Q SHALLOW MONITORING WELL
EAST INDUSTRIES /
7i., E~E MW-7Q DEEP MONITORING WELL
k / MW-5 �- `& STORAGE
e 0 (113.37)** E 1
RW—CD RECOVERY WELL
Ue t DESTROYED MONITORING WELL
! DURING PAVING OF PARKING LOT
I ASPHALT �1W_2� \ i — PROPERTY LINE
UPS BUILDING \
/i..i? MW-1 fi \ _ - — — —'S— — SANITARY SEWER
' 0(112.B6) 1 1�2.8 W WATER LINE
1 GAS GAS GAS MAIN PUBLIC
a A4?
/ (113.1 ) (PUBLIC)
' MW-6 0 3 ` WAIN TEL—TEL= TELEPHONE LINE
r /
w f , MW-PT Oust E E ELECTRIC LINE
(113.35)—E — 1 MW-4 0(113.16) W- RW-
2 Q / FORMER UST (713.00) Ow MW-15 — — — 112.20 RELATIVE WATER TABLE ELEV TION
u i U Q W-19 / EXCAVATION (113.19) r (113.19) OO 1 de Cr L-SON 0 012.83) SURFACE CONTOUR IN FEET �AMSL)
- -1$, MW-30 r LIMITS RW-C MW-8'� -iz ~NPq�Ep dk wAR�HOU (113.13) RELATI IONG NOIFIEDWAA SL)
OIL/WATER (113.3 440 (113.10) (112.38)** 1 (1130�� S£
SEPARATOR �' } 1 MW 1 0 "' PREDOMINANT SHALLOW
a FORMER " ` GROUNDWATER FLOW DIRECTION
Sr�M ,/ / GALLERYInON �� I 'MW-7 �AS�HALT i \ (112.90) * DEEP WELLS NOT USED IN CONTOURING
.S{yq / (113.30 \ z:1-1
4- �. / / 1 0 ' ** NOT USED IN CONTOURING DUE TO
ANOMOLOU5 DATA
wo / 3 W 1 `
1 _ 1 �� NF - NOT FOUND
713
as •
p 00
8' �S 1 SECURED EQUIPMENT AREA
i� Z \ (GROUNDWATER REMEDIATION SYSTEM)
FORMER 250 -� /All . .rilft',....
g et-- / / \ /
i' GAL. WASTE qs_
S OIL UST ... - I
nE �� (113.91) 1
S§ /Hi- UPS PARKING ` 77 ' 0 s0' 120'
/?&A„ TqS -t::--12
_ ASPHALT `Q0 I — J
11 TRANSMISSION TOWER 0R� -� _ APPROX. SCALE: t"=60'
SI' q
m9
o _Gqs
_�— — ....._ / UPS-ROCKY MOUNT CENTER
Sib, INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
U
Geis_ "41 S�yA�� INCIDENT#5019
C.P. DISTRIBUTION/ qs� POTENTIOMETRIC SURFACE MAP
a i CORE CAROLINA TRUCK SERVICE APRIL 27, 2009
a
n F2
)ri x 0 ARCAD1S
I FIGURE
4

mtv-F
r * 2* LEGEND
DATE 4/27/09 6/25 OB 3/12/07 5/23/06 11/11/05 10/26/04 9/2/G3 5/15/01 DATE 4/3D/09 6/25/OS 3/12/07,5/23/O6 11/11/05 10/25/04 9,2/03 5/t5/O1 fg B 110 300.0 310 D 160 350 <500 <500 340 B <1.0 <1.0 <1.0 <1.0 :I<1.0 <.a(<.o <1.0 <1.0 MW-40 SFfALLOW MONITORING WELL
T 1,100 8,400 9,300 D 4,600 13,000 18,000 14,000 12,000 T <5.0 <1.0 <1.0 <t1 <1.0 <1.0/<1.0 <1.0 <1.0 100 960 2,100 D 540 15,000 ;2,900 2,200 1,100 E <5.0 <1.0 <1.0 <1.0 <1.0 <1.0/<1.0 " <1.0 <1.o MW-7Q DEEP MONITORING WELL
r x 710 9,300 14,000 D 4,700 9,600 11,000 14,000 8,700 x <10 <2.0 <2.0 <2.0 <2.0 <2.0/<2.0 <2.0 <.0
m H <50 <1,4300 <1,000 <10 <1,000 <5,000 <5,000 440 M <5.0 <10 <0 <❑ <10 <10/<0 <10 <8.0 RW-COS RECOVERY WELL
I <50 <1,000 <1,000 <o <1,000 <500 <5,000 <160 I <5.0 <10 <10 -<0 <10 <0/<0 <10 <8.0
L 1.1 18 H 14 28.0 Ti 27 27 22 L 11 29 H 14 6.3 <5.0 47/47 21 " 7 DESTROYED MONITORING WELL
s DURING PAVING OF PARKING LOT
119-4 * - PROPERTY LINE
DATEF. _ 4/30/09 6f25/aB 3/12/07 5/23/06 11/11/05 �10/25/04 9/2/03 5/15/01 Yw-6 .� --�-�
o B 330 720 340 D 900 620E 610/520 <500 900 DATE 4/30/09 3/12/07 5/23/06 11/11/05 10/25/04-9/2/03 5/15/Ot_
T 5,900 19,000 8,800 D 12.000 870 E 15,000/13,000 8,800 16,000 B 230 110 280 25 70 68 100 S--- SANITARY SEWER
°e E 900 2,400 1,500 D 1,900 1 T 110 56 140 6.3 1064 20
x 4,900 14,000 8,300 D 10.000 5,200E 10 00018,800 6,600 11.000 E 270 170 550 17 10 150 34 •v V v- WATER LINE
X 44 16.0 <2.0 c20 J 640 20 GAS MAIN (PUBLIC)
M36<120 <2,000 <500 27 16 7,300A6,200 <5,000 1,400 M 36 31 <10 -<10 120 -4250 120 2-648-t'As- s-
I <120 <2,000 <SOO <10 <10 <500/<500 <5,000 310 I <o <0 <0 V14 <10 <250 19
L 9.3 7.8 H 7.9 ,7.4 12 19/(17) 8.6 11 -rrL-ra-r[L-r[L- TELEPHONE LINE
a L 33 6 13.0 <5.0 <5 _ 7 27
-r-E-r-(- ELECTRIC LINE
O. Mw-1as
DATE _4/30/09 /
m B <1.0 EAST -,> 0
T G5.0 ..../r MW-17 SAMPLE L0CAT1p11
_E <5.0 w.��_ DATE SAMPLE DATE
X <10 tti
B BENZENE
6. 1A <5.0 EAST r�r IA[3csoN wowrt T TOLUENE
m I <5.0 / Mw-a t STORAGE E ETHYLBENZENE
L 21 / X TOTAL XYLENE
�yitH HIDE
4- // I IPE
ELT •
RM-9 L LEAD
/ M1N-z0uw-1E DATE 4/27/09
1Iw-1a0 B <,0NORTH CAROLkNA 2L 5TANpARpS
UPS BUILDING T <5.0
DATE 4/30/09 UST EXCAVATION U+rr15 _ BENZENE 1 (}ig/L}
8 <.a / -- - ' E <5.0T <5.0 0 w PTRw B X <to TOLUENE 1,000 (Ng/L)
c E <5.0 _ r Mw- - A p M <5.0
ETHYLBENZENE 550
x <10 - 41"
l r <w 0Yw-15 I �.a TOTAL XYLENE 530 (ig/L)
M 6.0 p�/� uW-1E0 MW- / RN-C , -0_r................
MTBE 200 (}Ng/L)
r I <5.0 54PARATTOOR • � IPE 70 (Ng/L)
L 2.4 - '
s // / n/ ' � LEAD 15 (N9/L}
g "FL ION GALLERY �' H MW-11
o ` c .iaw-13 / ‘\\�v ` 0 4 30 09 }Ng/L = MICROGRAMS PER LITER
it..,
E-®
F1/4
r �. -,�� �� ©�� BOLD VALUES EXCEED NORTH CAROLINA 2L STANDARDS
Et ma ; 1 1/11 t
' ' Eill <5-0
<s.a HOLDING TIME.WAS PREPPED OR ANALYZED BEYOND
o
L 2 D= MATRIX SPIKE RECOVERIES WERE NOT OBTAINED
;p.
-4 `�. 1 BECAUSE THE EXTRACT WAS DILUTED FOR ANALYSIS
la x
_ 'i
tz
8 SOON TOWERkftftetel
UPS PARKING
MMY-8 E = RESULT EXCEEDED THE CALIBRATION RANGE OF THE
J o 4/EMT Qp,_� ---..4....
� ASPHALT DATE 4 30 09 INSRUMENT; SECONDARY DILITUTION REQUIRED
'F ME 940
o ml ��- I T 4,800 * SELECT GROUNDWATER MONITORING WELLS DEPICTING
"T E 1,400 AVAILABLE DATA FROM 2000 TO 2009 TO ILLISTRATE
��V!) x 5,200
E 3 rt sw M <20 GRAD ENT OFO LU�ENDS UP, WITHIN, AND DOWN
c C.P.01571iBQTiON/ I <120
CORE GAMMA TRUCK SERVICE L 1 35
e
a
0 100' 200'
MW-3
DATE. 6/25/08 3/12/07 5/23/06 11/11/05 10/25/04 9/2/03 5/15/01 DATE 4/27/09 _DATE 4/27/09 6/25/0B 3/12/G7R5/23/G6 11/11/05 10/25/04 9/2/03 GRAPHIC SCALE
a B <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 B <1.0 B <to <1.0 _ 8,3 <50 <1.0
I
E.5� T <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 T 5.3 T <5.0 4.7 <1.0 <1.0 49 120 <1.0
s E <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 i E 6.1 E <5.0 9.7 <1.0 <1.0 _33 <50 _<1.0
1 X <2..0 <2.0 <oo <2.0 <2.0 <2.0 <1.0 X 28 X <10 24 <2.0 <2.0 83 110 <2.0 UPS-ROCKY MOUNT CENTER
.
Mg z M <10 <D <10 <10 <10 <10 <8.0 M <5.0 M <5.0 '<10 <10 <10 <10 1,700 <1G INSTRUMENT DR.,ROCKY MOUNT, NORTH CAROLINA
-R E 1 <10 <10 <10 <10 <10 <10 <8.0 I <5.0 I <5.0 <10 <10 <10 <10 <50 <10 INCIDENT#5019
it I & _L 9.1 H 22 15 <5.0 18 16 21 L 6 L 2.7 <5.0 H <5.0
27.0 <5.0 <5.0 <5.0
42 w GROUNDWATER CONCENTRATION MAP
o JUNE 25, 2008
ds
r
c
LL
SOURCE: r �' ARCAD1S F E
BaBe mapmop prodded by
U� xa
LAW ENGINEERING, RALET{2-I, NORTH CAROLINA
Date 9/95, Map scale 1'=60'.

0
i /...
/
EAST INDUSTRIES
1 MW-17
3
C/A S_ LEGEND
h /
MW-4® SHALLOW MONITORING WELL
EAST INDUSTRIES �0Q C~E �� JACKSON MOVING MW-7Q DEEP MONITORING WELL
/ 0MW-5 C�_ _ & STORAGE
RW-COO RECOVERY WELL
F, c,
/ ce _ `- DESTROYED MONITORING WELL
/ /
DURING PAVING OF PARKING LOT
i ASPHALT (W1) - PROPERTY UNE
te UPS BUILDING MW-2� 4x — 4 �_
ti
MW-16 -5- - SANITARY SEWER
�/ 1\ O V WATER LINE
a , / I(23O) �1 GAS GAS GAS MAIN (PUBLIC)
1...,
I ,� INW-6 Sq —TEL TEL—
kg
/ - - (MW} �T 3 Wq EH USE E E— ELECTRICd LINEE NE
(>1)7,g: i‘ E ____
___.USTMW-4 ` � W_ 1 RW-B
g i 0 W-19 / EXCAVATION 1 (330) / O+ i I f (>1) &C ng(5p 0MW-15 _ ,�
BENZENE N.C.A.0 2L STANDARD
- 1 8 Mw-30 UNITS RW-C ' l MW-B a' ' + 11 ` �p,4 b WgRE,h'O� N (1 Ng/L)
2 OIL/WATER / LI 1 (940)' ,(rl) 3 II MW-10 _ SF - _ -d` BENZENE D � L}N.C.A.0 2L STANDARD
SEPARATOR _
Si-0R // ENFILTRATION 'MWN / �- / i le
......"4"7 r .- •-
- BENZENE N.C.A.0 2L STANDARD
M SII'A / GALLERY ' 1._ (>1) b_. _,_ . MW-14 (100 V9/L)
�E .,MW-13 /
\\w I 0
W 1
¢8 / v / II
I
O
� .Al tie.. .. r
8m �AsSECURED EQUIPMENT AREA
4,5411 ,,„,,, /* I f
I
Z (GROUNDWATER REMEDIATION SYSTEM)
I --.. / i
/ /
FORMER 250 As -� 1
z GAL. WASTE 1
a 0 OIL USTI
_ .,.
iii MW-12
S§ by UPS PARKING 0 60' 120'
jr.�' U�1 _ ASPHALT I - Ad
a TRANSMISSION TOWER EHT Di 1 APPROX. SCALE: r=60'
E
<a _GA �- UPS-ROCKY MOUNT CENTER
G 1 g s_ Sr0 INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
w & CAs_ ��� ! R'N Syl,,gLE. INCIDENT#5019
C.P. DISTRIBUTION/ S� GROUNDWATER CONTAMINANT
gh
F CORE CAROLINA TRUCK SERVICE ISO-CONCENTRATION FOR
4 6
a•
s BENZENE
.
ARCAD1SFIGURE
0 I
u[7 x 6

is
Z..
Fil
EAST INDUSTRIES
i _ MW-17 3
LEGEND
GR,�
a / --------ESS .. MW-4Q, SHALLOW MONITORING WELL
EAST INDUSTRIES v� E JACKSON MOVING DEEP MONITORING WELL
w /1/ MW-5 �c�� _ & STORAGE MW-7Q
RW-CO RECOVERY WELL
o
_ DESTROYED MONITORING WELL
/ . /
DURING PAVING OF PARKING LOT
// ASPHALT M<5yy_2e — -- PROPERTY LINE
//,!? UPS BUILDING - -- -5-- - SANITARY SEWER
MW-16
04v I C./3
w WATER LINE
/ (,110) I GAS GAS GAS MAIN (PUBLIC)
z tiii
1 (1,100)MW-s O SA 7-,,,,,
TEL rEL— TELEPHONE LINE
w i
_ `�T� 0 AREHOU E E— ELECTRIC LINE
U / 0 w5�s E UST 1 5 � `0 � RW-B Div
�( MW-15 _ - TOLUENE N.C.A.0 2L STANDARD
/ Q EXCAVATION 1 �{ } �' 1 _ `F C SO
-181 MW-0 / 1 1 -11 U�p'1 QED �ARFHOU N - f (1,000 �9/L)
� UMITS RW-C MW-8�'. �
OIL/WATER / 7 �� - {4,801 ) (<5)
MW-1D _ _ SE .� - TOLUENE N_L.A.0 2L STANDARD
a SEPARATOR 6 _ "4 - (2,000pg/L)
/ EXISTING '" 1Alt - _
zi Sr // / INFILTRATION (5MW-7ASPHALT 1 / /M 5 GALLERY C� �• {5.3) �. MW_14 'ft...ft"?
OR
K
wA� 6 4- �,MW-13 ,� \\\V ' e
W
-- . -- / / 1 1
Li
QD sot1I
GAS ` / SECURED EQUIPMENT AREA
3 Z- 4416Ap.
(GROUNDWATER REMEDIATION SYSTEM)
/ ,:t-,) / /
FORMER 250 AS -� / /
E GAL. WASTE I
op OIL UST =_
I I
Mw-12
S �HSj— UPS PARKING / 0 60' 120
RUM�.� A ASPHALT I — — J
II TRANSMISSION TOWER Nj QR�fre �� �_ I APPROX. SCALE: 1'=60'
_ —.
I
A ��
m A _Gqs �- UPS-ROCKY MOUNT CENTER
_ ST0 INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
o Gas RM SWAGE INCIDENT#5019
C.P. DISTRIBUTION/ 4S_ GROUNDWATER CONTAMINANT
ISO-CONCENTRATION FOR
CORE CAROLINA TRUCK SERVICE TOLUENE
LL FIGURE
x ARCADIS 1 7

x
L.-
i
/
EAST INDUSTRIES
_ MW-17
R LEGEND
g / h E�S MW-40 SHALLOW MONITORING WELL
EAST INDUSTRIES cR ~E LSONMO/
ACK
/ _/► STORAGE MW-7Q DEEP MONITORING WELL
MW-5RW-COS RECOVERY WELL
///
b DESTROYED MONITORING WELL
/ c� DURING PAVING DF PARKING LOT
I <5
�/ ASPHALT MW-20 i — �--- PROPERTY LINE
UPS BUILDING MW-16
w v — —S— - SANITARY SEWER
2.
o // , w WATER LINE
GAS GAS GAS MAIN PUBLIC
1 / . (270) S (PUBLIC)
y p (100} MW-6 0 URN _—_TEL TEL TELEPHONE LINE
i
/ MW—PT 0 "-MOUSE E E— ELECTRIC LINE
6 _ RW—B
/41 0 (�5) E UST1W-41 W
0 (<5) Div MW-15 , — ETHYLBENZENE N.C.A.0 2L
U / v Q W-19 EXCAVATION (<5) (900) CO.�SQM - — STANDARD (550 dug/L)
—18� MW-3UMITS RW—C \ (1 40�)f J —11 —pAIED wARf''DUs
OIL/WATER ° _ j E
st SEPARATOR • / I (<5I 1 MW-10 0 _ _
/ EXISTING
SrQR // / INFILTRATION [\ /MW-7 ASPHALT I
M Swq / GALLERY C\`\�` (6.1} MW-14
c:i f- MW-13 ` \\\J e
t,s _ • / \ I
4V
/ i INaCo
s41c1.1..,i
0 *i f
l wfir
Sm GAT . . j SECURED EQUIPMENT AREA
o (GROUNDWATER REMEDIATION SYSTEM)
IJ r 1 / /
FORMER 250 - -, / '
z
GAL. WASTE AS_
a OIL UST 1
3 r
S? C_12
I STRUM S U ASPHALTPS PARKING / ... 60' 120'
TRANSMISSION TOWER T OR�V� — �., APPROX. SCALE: 1'=60'
m A V _�,p `— UPS-ROCKY MOUNT CENTER
I S_ = SrQR INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
n & SAS_ '� SW INCIDENT
INCIDENT#5019
C.P. DISTRIBUTION/ ash GROUNDWATER CONTAMINANT
a Si CORE CAROLINA TRUCK SERVICE ISO-CONCENTRATION FOR
pi
ETHYLBENZENE
s
71
0 ARCAD1S IF,8RE

A
Z.
u
Y
EAST INDUSTRIES
/
MW-17
_
LEGEND
1 —eft.-GRA ss."•....,
E /e E MW-4O SHALLOW MONITORING WELL
EAST INDUSTRIES ca E JACKSON MOVING
+/� & STORAGE MW-7G DEEP MONITORING WELL
3
RW—COO RECOVERY WELL
UY BMW-5 E. DESTROYED MONITORING WELL
y _— — _ DURING PAVING OF PARKING LOT
/ (<10)
w ASPHALT MW_2Q PROPERTY LINE
iti?
UPS BUI�DING
w �MYV_1 g - — — —S— — SANITARY SEWER
V WATER LINE
o / 1
a ,, <2D 1 GAS GAS GAS MAIN (PUBLIC)
ia' / MW fi SA TEL TEL TELEPHONE—
�M�+-!� 3 Wq ffN
Eyus E E — ELECTRC LINENE
g /if
RW—B £
/ (<10) E / MW-4 O — p _
W / Q W-19 / EXCAVATION (<10) i (4,900) � (<10) &�W1(SO• N BMW 15 y __ ,^ TOTAL XYLENES N.C.A.0 2L
f —18i MW-3� ; LIMITS RW—C �� (W-820 —11 �pA D wARSNOUS� STANDARD (530 }�g/L)
OIL/WATER 0 I _
SEPARATOR / — 3 1 MW-10
/ �' EXISTING in
0Sr�4 // I INFILTRATION [� I /MW-7 ASPHALT 1 / i _
M Slif.4 / GALLERY n-\}` (28) . MW-14 -.......ft7
ci 4 MW-13 / ��v I3 1 l
I • W 1
_ . / 3 1 l
I
S Cols
/ f 3 I SECURED EQUIPMENT AREA
po41* *I
(GROUNDWATER REMEDIATION SYSTEM)
§ l4-4 i /
FORMER 250 j
/
GAL. WASTE
AS ��
OIL UST -- /
I
9 n. C12
S /HST •Rv4 U ASPHALTPS PARKING
/ 0 60'1 — — 1
TRANSMISSION TOWER £HT ORj�,� 4 � 1 APPROX. SCALE: 1".60.
bS E 1
a
A _� `
g, 2 _Gq �— UPS-ROCKY MOUNT CENTER
S_ S]-0 INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
Cps._ R'� SWA�ar INCIDENT#5019
a
C.P. DISTRIBUTION/ s_ GROUNDWATER CONTAMINANT
1
1 i CORE CAROLINA TRUCK SERVICE ISO-CONCENTRATION FOR
t TOTAL XYLENES
a
2
FIGURE
g k W 0 ARCADIS 1 9

ARCADIS
Appendix A
Copy of the Notice of Regulatory
Requirements

A Cu)
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue, Governor Division of Waste Management Dee Freeman, Secretary
UST Section Dexter R. Matthews, Director
July 22,2009
Mr. Don Hartig
UPS, Plant Engineering
1627 Navaho Dr.
Raleigh, NC 27609
Re: Notice of Regulatory Requirements
15A NCAC 2L .0407(b)
Risk-based Assessment and Corrective Action
for Petroleum Underground Storage Tanks
UPS—Rocky Mount
Instrument Dr., Rocky Mount
Nash County
Incident Number: 5019
Risk Classification: High
Ranking: H 155D
Dear Mr. Hartig:
The Remediation Monitoring Report received by the UST Section, Raleigh Regional Office on
December 4, 2008 was reviewed. Following a conversation with your consultant on July 15, 2009, an
interest was expressed in the use of chemical injection at the site to assist in the remediation of the soil
and groundwater contaminants. The risk posed by the discharge or release at the subject site is classified
by the Department as high, as stipulated under Title 15A NCAC 2L .0406. The land use at the site is
classified as residential. Title 15A NCAC 2L .0407(a)requires you to notify the Department of any
changes that might affect the risk or land use classifications that have been assigned.
Title 15A NCAC 2L .0407(b)requires you to comply with assessment and cleanup requirements
of Title 15A NCAC 2N .0706 and Titlel5A NCAC 2L .0106(c)and 2L .0106(g). A Comprehensive Site
Assessment(CSA)Addendum Report prepared in accordance with these requirements and the most
recent version of the Guidelines for Assessment and Corrective Action for UST Releases must be received
by this office within 90 days of the date of this notice. In addition,you must submit a summary of the
CSA Report to the local Health Director and the local Chief Administrative Officer in accordance with
I5A NCAC 2L .0114. The summary should be submitted to these persons no later than five working
days after submittal of the CSA Report to this office. Failure to comply in the manner and time specified,
may result in the assessment of civil penalties and/or the use of other enforcement mechanisms.
Effective October I, 2004, the Department requires that all work following the submittal of the
Limited Site Assessment Report(Title 15A NCAC 2L .0405)be preapproved if State Trust Fund
reimbursement is anticipated. To comply with this requirement,a completed Preapproval/Claim
Authorization Form, encompassing the required remedial activities, must be received in this office within
14 days of the date of this letter. Upon completion of the preapproved activities, you should submit your

claim promptly. Reimbursement funds are budgeted based on completed preapprovals,but lengthy delays
in reimbursement can occur if claims are not submitted immediately following work completion.
Because a release or discharge has been confirmed, a Licensed Geologist or a Professional
Engineer, certified by the State of North Carolina, is required to prepare and certify all reports submitted
to the Department in accordance with Title 15A NCAC 2L .0103(e)and 2L ,0111(b).
If you have any questions regarding trust fund eligibility or reimbursement from the Commercial
or Noncommercial Leaking Petroleum Underground Storage Tank Cleanup Funds,please contact the
UST Section Trust Fund Branch at(919) 733-8486. If you have any questions regarding the actions that
must be taken or the rules mentioned in this letter,please contact me at the address or telephone number
listed below.
Sincerely,
C 1 �tl�r ,
Brenda Hafshejani
Incident Manager
Raleigh Regional Office
cc: Director,Nash County Health Department
Arcadis, Ms. Jennifer Holcomb-Lebeau,975 Cobb Place Blvd., NW, Suite 311, Kennesaw,GA
30144
RRO UST incident files/BRH
UST Regional Offices
Asheville(ARO)—2090 US Highway 70,Swannanoa,NC 28778(828)296-4500
Fayetteville(FAY)—225 Green Street,Suite 714,Systel Building,Fayetteville,NC 28301 [phone]
Mooresville(MOR)—610 East Center Avenue,Suite 301,Mooresville,NC 28115(704)663-1699
Raleigh(RRO)— 1628 Mail Service Center,Raleigh,NC 27699(919)791-4200
Washington(WAS)—943 Washington Square Mall,Washington,NC 27889(252)946-6481
Wilmington(W1L)_ 127 Cardinal Drive Extension,Wilmington,NC 28405 [phone]
Winston-Salem(WS)—585 Waughtown Street,Winston-Salem,NC 27107(336)771-5000
Guilford County Environmental Health, 1203 Maple Street,Greensboro,NC 27405,[phone]
I.I i': C A woes/ \OR0209.ddot

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U
'3 UPS—ROCKY MOUNT CENTER4 y:.-, ram L INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
a yL: ti � ti') INCIDENT#5019
a SITE �'�,`• �
2 2 gv LOCATION • �7
SITE LOCATION MAP
Q4 tligi
0 2000' 4000'
H.
— I
FIGURE ARCADiS U � APPROXIMATE GRAPHIC SCALE

i •
R
Z.
L
EAST INDUSTRIES 0
s MW-17 3
LEGEND iftiftft. R _
e _E� JACKSON MOVING MW-4O SHALLOW MONITORING WELL
EAST INDUSTRIES toE
& STORAGE MW-7Q DEEP MONITORING WELL
g // 0MW-5 f RW—C® RECOVERY WELL
g le
DESTROYED MONITORING WELL
? .... I /
DURING PAVING OF PARKING LOT
ASPHALT I �~ — — �— PROPERTY LINE
d y UPS BUILDING Mw-2ra
—5— — SANITARY SEWER
L. di, MW-16 W WATER LINE
I MW-9
GAS GAS GAS MAIN (PUBLIC)
/ff. — Mw-4 MW_6 0 WgTURN _—.—TEL—TEL— TELEPHONE LINE
/ ~ ` �_.,, MW—PT 0 AREh,Oust E E— ELECTRIC LINE
4 — _ RW-8
4 * E FORMER UST~ w Div MW-15
N / 43 Q W-19 0 EXCAVATION RW_C O.1 UNP p ctc CO COON
—i$i MW-3 LIMITS MW-8 a Iy0
11 A I ED RE ....List
E
SEPARATOR' G �, I MW-1p
FORMER _
SrORry '/ / GALLERY FILTRATION �� / MWe-7 ASPHALT I I
Sl1'A / M W—i 4 %ft.'"?
/ i 0
g ti MW-13 / \�J 3 1
g �! W 1 1
b -- / 1 I
I
S" 6'4S 3 1 SECURED EQUIPMENT AREA
a (GROUNDWATER REMEDIATION SYSTEM)
Eg I k) / 1
g FORMER 250 qs �� I I NOTE:
GAL. WASTE SOIL SAMPLE LOCATIONS ARE
o n OIL UST - 3 1 1 APPROXIMATE.
8 pop M W-12 I
8-2 /h 4)V4 U ASPHALTPS at PARKING
, 1 I0'
g TRANSMISSION TOWER ENT p,p��� =_� 1 APPROX. SCALE: 1-=60'
d
,41 l
`i I£ _GAS .--� UPS-ROCKY MOUNT CENTER
o s 4 - --. sr., INSTRUMENT DR., ROCKY MOUNT,NORTH CAROLINA
GqS_ _ Rh1 SWq�E INCIDENT#5019
n As
C.P. DISTRIBUTION/ SITE MAP
W CORE CAROLINA TRUCK SERVICE
O 4
4�
C
L. .,, 0} A C] FIGURE

SWu, NE
100— FORMER UST
cL
co —100
1 7 1 il i
a. °- : tc PI R:11
95—� m�r� i � ��
—95
a
\ _ 1 ML ML
cV
r1
90— ML/CL I I I ML —90
SW
" -
85— I _ Sw _
—85
f) w 80— SW SW J — = CL
LII i0 75—` ML/CL CL CL — - —75
LLI
o j —1 _ _
_ — ti SW
I 1J.1 5W —
- ML/CL SW
d w _ - -
70—-
w > -
— —70
a W 1� —
65— SW _ _
— — —65
60— -
SP _ = SP = = SP = —60
Etg
55— — —55
°t —
g^ 50— ML = FINE SANDY SILT WITH VARYING AMOUNTS OF CLAY ., — _ —50
SW = WELL-GRADED SAND WITH LITTLE TO TRACE SILT _ SP —
CI_ = CLAY = SF'
45— —45
A SP = POORLY GRADED CLEAN SAND
SM = SILTY SAND
SR 40—
—40
I I I I
510 540 570 600 630
q I -
o$ 35 I I f I I 7 i 1 I I I I =1 I 1 1 I UPS-ROCKY MOUNT CENTER
0 30 60 90 1 1 180 2 240 270 300 330 360 390 420 450 480 510 INSTRUMENT DR.,ROCKY MOUNT,NORTH CAROLINA
INCIDENT#5019
GEOLOGICAL CROSS SECTION
a 6 SOURCE:Geologic Cross-section provided by LAW
4 q ENGINEERING AND ENVIRONMENTAL SERVICES, INC.,
0 6 Raleigh, N.C. Scale as shown,date Sept. 1996.I:'c' 0
ARCADIS FIGURE
3

g,
Z..
EAST INDUSTRIES
J /
MW-17�
(113.14)j
CRASS_ _ / LEGEND
§ 17***4.'- 4' _ /
\ MW-4e SHALLOW MONITORING WELL
EAST INDUSTRIES �0 C��E JACKSON MOVING
_5 _/► r ` & STORAGE MW-7G DEEP MONITORING WELL
d {1�13.37)** �f RW-COO RECOVERY WELL
/41
1
v I DESTROYED MONITORING WELL
/ /
DURING PAVING OF PARKING LOT
ASPHALT I 1w_27) • PROPERTY LINE
it..c.fUPS BUILDING ' MW-16 . — — SANITARY SEWER
/ 0(112.86) ` 7 V WATER LINE
a -
(113.19) ' (113.1 I '2�$O GAS GAS GAS MAIN (PUBLIC)
y y MW-4 / MW-6 el 1,4) Sqt TEL—TEL—
�; / / MW-PT 3 ` wgR�H USE E E— ELECTRIC LINE ENS
(113.35)—F FORMER UST I �(113.16} ,.W � (113.00) Oyu MW-15 — — — 112.20 RELATIVE WATER TABLE ELEVATION
w / RWN
.1 10 Q W-193' EXCAVATION {i13'1g) I _ & C��SO (112.83) SURFACE CONTOUR IN FEET (AMSL)
-180 MW-30 ► UMITS RW-C MW-8 d• ►��'q wARF�y N RELATIVE GROUNDWATER
r (113.10) -ii D D-se (113.13) ELEVATION IN FEET (AMSL)
OIL/WATER (113.3 ��? (112.38)** 1 (113_0 �
SEPARATORri
/ v / FORMER " / MW 1 ` �_ ��` PREDOMINANT
RO�pIWATERSFLOW DIRECTION
g ST // INFILTRATION c I MWr7 �AHALT / / i \ (112.90}
�4I
M Sw,�� v i MW-13 GALLERY c;4., _., -30 `-10 .....46.7 *** DEEP
IS N CONTOURING DT USED IN O�TOdURING
`�\"'� 3 ANOMOLOUS DATA
V W /
LL� / I•
` NE - NOT FOUND
A 1 .% fir / ' ` 7r`?00
/ ,it: 3 / SECURED EQUIPMENT AREA
SS .i -V. / i ` (GROUNDWATER REMEDIATION SYSTEM)
11. FORMER 250 / /
GAL. WASTE N.
As ��
OIL UST N. I
�� 1 (113.91)
N.
MW-12
-§P. /N T- UPS PARKING ` 77, 0 60' 120'
a TRANSMISSION TOWER �M£ •S_ ASPHALT 30
6
IpwE. . ��= I APPROX. SCALE: 1"=60'
a3 1 _� _
0 9 _Gqs �- UPS-ROCKY MOUNT CENTER
- Sl0 INSTRUMENT DR., ROCKY MOUNT,NORTH CAROLINA
cqs_ _ _ RM swg4e INCIDENT#5019
R
g
C.P. DISTRIBUTION/ s_ POTENTIOMETRIC SURFACE MAP
o1 CORE CAROLINA TRUCK SERVICE APRIL 27, 2009
as
I
FEGURE4
(�7
)t~ LL K 0 ARCAD1S

* M *
W-2 1.,LGEND
.5 DATE 4/27/09 6/25/08 3f12/07 5/23/06 11/11/05 10/26/04 9/2/03 5/15/01 DATE 4/30/09!6/25/08 3/12/07 5/23/06 11/11/05 /0/25/04 9/2/03�5/15,01
B 110 90OA 310 D 180 350 <500 <500 340 a <1.0 <1.0 <1.0 <1.0 <1.0 <1.0/<1.0 <1.0 <1.0 MW-4® SHALLOW MONITORING WELL
n T ' 1,100 8,400 9,300 D " 4z600 13,000 16,000 14,000 12,000 T <5.0 <1.0 - <1.0 <1.0 <1.0 <1.0/<1.0 <1.0 <1.0
E 100 960 2,1000 540 15,000 2,900 2,200 1,100 E <5.0 <1.0- <1.0 <1.0 <1.0 <1.0/<1.0 <1.0 '<1.0 MW-7GI DEEP MONITORING WELL
x 710 9,300 14,000 D 4,700 9,600 11,000 14,000 8,700 x <10 <2.0 <2.0 <2.0 <2.0 <2.0/<2.0 <2.0 <1.0
M <50 <1,000 <1,000 <10 <1,000 <5,000 <5,000 440 M <5.0 <10 <10 <10 ao <10/<10 <10 . .o RW-CQQ RECOVERY WELL
? I <50 <1,000 <1,000 <10 <1,000 <500 <5,000 <160 I <5.0 <10 <10 <1D <10 <1O/<10 �<10 <6.0
L 1.1 18 H 114 28.0 11 27 27 22 L 11 1 29 H - 14 6.3 <5.0 47/47 21 7 '1-. DESTROYED MONITORING WELL
r
E - DURING PAVING OF PARKING LOT
MW-4 *
DATE 4/30/09 6/25/08 3/12/07 5 23 06 11 11 05 10/25/04 9/2/03 5/15/01 ,- -- PROPERTY LINE
/ / / DATE 4/30/D9 3/12/07 5/23/D6M 11/tl11/05 10/26/D4t9/2/03 5/15/01 ~
w B 330 720 360 D 900 620 E 610/520 <500 900 B 230 110 280 25 70 ,66 100 S--- SANITARY SEWER
5 T 5,900 19,000 8,800 D 12,000 870 E 15,000/13,000 8,800 16.000 T 110 56 140 6.3 10 64 20
E 900 2,400 1,500 D 1,900 1,400 E 3,200/2,700 1,200 1,800 E 270 170 -550 17 10 150 34 -v v v= WATER LINE
&
x 4,900 14.000 8,300 D 10,000 5,200 E 10L000/8,8410 6,600 11,00E1
M r4�
x <20 4-4 16.0 <2.0 <20 640 20
<250 120 GAS MAIN (PUBLIC)
<120 <2,000 <500 27 16 7,300/6,200 <5,000 1 $-us -GAS
-
M 36 31 <10 <10 120
<120 <2,000 <500 <10 < 0 <5,000 310 _ I <10 <10 <1a 14 <10 <250 19 -1�- -.��_,�- TELEPHONE LINE
d 12
L 9.3 7.8 H 7.9 7.4 12 19/117)9417) 8.6 11 L 33 6 13.0 <5.0 <5 7 27
Li
-E-EE-E- ELECTRIC LINE
0 MW-19S
t DATE 4/30/09
B <1.0 EAST INDus s IA1�► 17 SAMPLE LWCA70N
o
T <5.0 �� = DATE SAMPLE DATE
E -<5.0 _1"'*vv,,..........
5.D _• B BENZENE _
/ a
.41CKSON MOMMG T TOLUENE
M <5.0 EAST M1OJSI1zE5 / E A:STORAGE E ETHYLBENZENE_
m I <5.0 05 a X TOTAL XYLENE
a (L 21 M MTBE
/ �� I IPE
�U ASPHALT Gb /
L LEAD
sn
'I/� ul�-2 Hw_16 Mil-©M�D
MW-1� �+ UPS BUILDING �� NORTH CAROLINA 2L STANDARDS
+� DATE 4/30/09 DST EXCAVATION LYITS Mylr_6 ,/1/
�®B <t.D / ©® BENZENE 1 (}19IL)
T <5.v n �.. erv-vT RwaI©� TOLUENE 1,000 (pg/L)
E <s.o 1kEuw- pl ¢w- 11,
� $Nw-15 IM ETHYLBENZENE 55D (�r9/L)
X ao IREM
TOTAL XYLENE 530 Lf M <5.0 w-19O MM'- ; Rw-c Mw'-8' .441.r,- jrcrrs� �® MTBE 200 (1�9IL)
,
2 D ARAit / ' -so 0 ��_ 1PE 70 (1J8/L)
8 s // / r�/ / ■ u �4 ® LEAD 15 {ug/L)
a `4 })ON GALLERY1� Fr1/4
` $ DATE 4 30 09
o / w pg/L = MICROGRAMS PER LITER
II
..
/ EMT ® BOLD VALUES EXCEED NORTH CAROLINA 2L STANDARDS
�►� '.- REM'A710N SYSTEM)
Pa 8
4404 . I M <5.0 H = SAMPLE WAS PREPPED OR ANALYZED BEYOND
"' ti I HOLDING TIME.
t D= MATRIX SPIKE RECOVERIES WERE NOT OBTAINED
ti= + ..#11j + Jf BECAUSE THE EXTRACT WAS DILUTED FOR ANALYSIS
TOYER UPS PARKING Myr-g E = RESULT EXCEEDED THE CALIBRATION RANGE OF THE
Trpij '
Sp 7'��r_ _. ASPHALT DATE 4 30 09 INSRUMENT; SECONDARY DILITUTION REQUIRED
g , 4...� T 4,800 * SELECT GROUNDWATER MONITORING WELLS DEPICTING
- ...� E 1.400 AVAILABLE DATA FROM 2000 TO 2009 TO ILLISTRATE
1 _ti. Gq8 X 5,200 CONCENTRATION TRENDS UP, WITHIN, AND DOWN
or M <120 GRADIENT OF PLUME
z C.P.O1SIPoBUTION/ I <120
1 CORE CAROLINA TRUCK SERVICEL 35
i
8 S
0 100' 200'
....IMW-3 * M eW-7 Ry
2� DATE 6/25/08 3/12/07 5/23/06 `11/11/05 10/25/04 9/2/03 5/15/01 DATE 4/27_/09 DATE 4/27/09 6/25/06 3/12/07 5/23/06 11/11/05 10/25/04 9/2/03 GRAPHIC SCALE
B <1.0 <1.0 <1.0 ,<1.0 <1.0 <1.0 <1.0 B <1.0 B <1.0 <1.0 <1.0 <1.0 8.3 <50 <1.0
a T <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 T 5.3 T <5.0 4.7 <1.0 <1.0 49 120 <1.0
E <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 E 6.1 E <5.0 9.7 <1.0 <1.0 33 <50 <1.0
4 g x <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1.0 x 28 x <10 24 <2.0 <2.0 83 110 <2.0 UPS-ROCKY MOUNT CENTER
o u <10 <10 <10 <10 <10 <10 <8.0 M <5.0 M <5.0 <10 <10 <10 <10 1,700 <10 INSTRUMENT DR., ROCKY MOUNT,NORTH CAROLINA
I <10 <10 <10 ao aD <10 <8.0 I <5.0 I <5.0 <10 <10 <10 <10 <50 as INCIDENT#5019
L 9.1 H 22 15 <5.0 18 16 21 L 6 L ,2.7 <5.0 H <5.0 1 27.0 <5.0 <5.0 <5.0
M
0.1
a GROUNDWATER CONCENTRATION MAP
ti5 v
6 DUNE 25, 2008
'-0
SOURCE: preparedFIGURE
o 0 x Bose from map provided by ARCAD1S I 5
LAW ENGINEERING, RALEIGH, NORTH CAROUNA 0 Dote 9/95, Mop scale 1'=60'.

s
m
ff
Q Z..
a
8
+ EAST INDUSTRIES MW-17
8
GRA _ + LEGEND
ey �E 3S /
JACKSON MOVING MW- 40 SHALLOW MONITORING WELL
a EAST INDUSTRIES c, �E /
d / MW-5 �F /+ & S70RAGE MW-7G DEEP MONITORING WELL
O yy�� 3 RW-COS RECOVERY WELL
E 4.
_ DESTROYED MONITORING WELL
4 ,/ ([1) ` DURING PAVING OF PARKING LOT
ASPHALT -� - - PROPERTY LINE
I
UPS BUILDING I �W-2� MW-16 — —
3 —S- - SANITARY SEWER
o / r\ W WATER LINE
(3s0} �� �r I /
MW_c. GAs GAS GAS MAIN (PUBLIC)
r z Mw-4 •
(1�0}1 Iff MW-S 0 WA TURN —TES TEL- TELEPHONE LINE
w
a ([1}f E_ I `�•- W FjT W- i 1 / R OgAREHOu E E— ELECTRIC LINE
w /1c� Q W-19 FORMER UST ill ©�ir ([1} &w 105 ZMW-15 _ _ BENZENE N.C.A.0 2L STANDARD
EXCAVATION RW-C r l (! W 0 ON ` ~ (1 pg/L)
-18� MW-30 LIMITS MW-B' �1t +p4�0 A EHO(ISEOIL/WATER , 410
(940} �` �} 3 MW-10 + + i �, .- - BENZENE (10 }1g/L}
SEPARATO •R
g / v FORMER _
Y Sr / / INFILTRATION MW 7 f r/ +
z �M /
Sys / GALLERY C� \ I ([1} �, �. iu4 W-14 -b.-7
ACE MW-13 \J� •
J r
�' W r
ka = / flit
r r
61
.+ �, r tir o I
S`.° GIS r SECURED EQUIPMENT AREA
(GROUNDWATER REMEDIATION SYSTEM)
_5 / •-, / /
FORMER 250 �+ r '
GAL. WASTE As,
o OIL UST _ ..- =+ r
— ��_. ! r
�. � � _ /8 MW-12
6.1 8 //VS�-RU R UPS PARKING I0 6a 12
& TRANSMISSION TOWER HT oR/�� "-- r APPROX.SCALE: 1'=60'
' I q _�+
g, _ GqS �— UPS-ROCKY MOUNT CENTER
.... - -.f INSTRUMENT DR., ROCKY MOUNT,NORTH CAROLINA
. �4S_ _ _ RM SkitE INCIDENT#5019
w8 a
'g C.P. DISTRIBUTION/ qs� GROUNDWATER CONTAMINANT
w ISO-CONCENTRATION FOR
o€ CORE CAROLINA TRUCK SERVICE BENZENE
a
FIGURE
gil x 0ARCADIS I 6

/ft.
u
EAST INDUSTRIES
? MW-17
•
g —17......h SAS_ _ LEGEND
S MW-4� SHALLOW MONITORING WELL
EAST INDUSTRIES /la C`E : SOMO /
// _/ STORAGE MW-70 DEEP MONITORING WELL
8MW-5 _�� RW-CO RECOVERY WELL
Pr' � DESTROYED MONITORING WELL
/
// (45) / DURING PAVING OF PARKING LOT
w ASPHALT MW-2� — PROPERTY LINE
/ UPS BUILDING
c>e MW_I6 — — —S— — SANITARY SEWER
/�� ► WATER LWE
/h {5,400} ,110 1 GAS GAS GAS MAIN (PUBLIC)
w /Q — MW-4 _ (1,100)MW-6 a)
AR RN —TEL TEL— TELEPHONE LINE
�T 1 -*WV-PT ` 3 RW-B �HOIJ
E E— ELECTRIC LINE
E
///�' (<5) E FORMER UST f W �w GCS 0MW-15 — TOLUENE N.C.A.0 2L STANDARD
1-11 / �' W-19 EXCAVATION 1 U 14114.4
CO. ON (1,000 Ng/L)
RW-C m • LIMITS t Mw-8 • Np
OIL/WATER -18. MW-3 '� �„ {4,$Q� 1 -11 I ��= yQUSE —
! TOLUENE (2,000 Ng/L)
SEPARATOR `' .. -� (<5} I Mw-10 0 �..
g / FORMER _
g ST // / INFILTRATION c•\ / MW"-7 ASPHALT 1
�M GALLERY C\,\). I (5.3) '. MW-14 **ft....7
- . SWAGE v 4- MW-13 / \` \\'\� / 1►
§ gi. / \ 3
Q Zu 1 1
a _ ► ►
. 1 4 f
o" °+ lit
4 r
g GAS 3 j SECURED EQUIPMENT AREA
Z (GROUNDWATER REMEDIATION SYSTEM)
r. !
FORMER 250 _- ► / /
GAL. WASTE AS
a2 OIL UST _ ... - I
o g -&.-. - I 1
a� Mw-12
S ,~ AVM _ UPS
PASPHALTNG / o I �' I�'
TRANSMISSION TOWER ENT oR; �- ,_ 1 APPROX. SCALE: 1'=60'
V
0 £
1
o g S �—`� UPS-ROCKY MOUNT CENTER
GA _ GAS = STORM INSTRUMENT DRINC ENT 19
NORTH CAROLINA
zF, ° _ SW
1A
C.P. DISTRIBUTION/ A$_ GROUNDWATER CONTAMINANT
ig w ISO-CONCENTRATION FOR
o€ CORE CAROLINA TRUCK SERVICE TOLUENE
4a
1 I
a 0 ARCAD1S �F7
GURE
ci}! x
U 6x

A
0
/...
re
EAST INDUSTRIES
MW-17
3
CRASS_ _ LEGEND
/ �E� JACKSON MOVING MW-46 SHALLOW MONITORING WELL
a EAST INDUSTRIES E ��
G MW-5 _e & STORAGE MW-70 DEEP MONITORING WELL.
/ e 3 RW-COO RECOVERY WELL
i' ey _
� DESTROYED MONITORING WELL
<$ /
DURING PAVING OF PARKING LOT
re / ASPHALT MyY 2Q — — — �� PROPERTY LINE
o
/Li' UPS BUILDING MW_16 - — — —5— — SANITARY SEWER
W WATER LINE
o ft
(900) 270 I I"�u-� GAS GAS GAS MAIN (PUBLIC)
MW-4 (100) MW-81 WARN —TELTEL— TELEPHONE LINE
40-h ~ ��- ~ M W-PT 3 © ARF"CVS� E E ELECTRIC LINE
a (<5) E ~ 1 0 -W—AI W-B D MW-15
/l� FORMER UST (<5) K' — ETHYLBENZENE N.C_A.0 2L
/ c> W-19 +. LIMITS 0
EXCAVATION � }C MW-8' NP yde O SON 0 STANDARD (550 ;u9/L)
-18' MW-3 / i 1 -11 AQ ENOQ
OIL/WATER ti .—(9�4� �) ([3) IMW-10 % ......
5
SEPARATOR
/ FORMER 44 Ilir 1 __
Sr0+4iy // GALLERYI ON �� /
MW/-7I (6.1) ASPHALT
Sylq ./ MW-14 "4.3/4'47
4- MW-13 \�\\ 1
os / I�J 1I
1
1y
Ili �� gib ! ill
g°° // SECURED EQUIPMENT AREA
cog44s
h
}o /11#
(GROUNDWATER REMEDIATION SYSTEM)
FORMER 250 �. I '
GAL. WASTE AS
t m OIL UST _ •,. I
��.. I
I
T "' _ MW-12
/
6'1 /HsTRUM , $ UPS
ASP ASPHALT I — — 1a
s
TRANSMISSION TOWER CAI. QR�VE C ��=., 1 APPROX. SCALE: 1'=60'
3 Ili .1i qs =� 1
05 _�aS �— UPS-ROCKY MOUNT CENTER
7 _GAS = sr ORM s INSTRUMENT DR. ROCKY ENT MOUNT,
#50 NORTH CAROLINA
9
v a W �/ '7
�8 a AS �F
_� C.P. DISTRIBUTION/ GROUNDWATER CONTAMINANT
S w ISO-CONCENTRATION FOR
m CORE CAROLINA TRUCK SERVICE ETHYLBENZENE
ai.
Rm
Ir 0 ARCADIS I FIGURE 8
vQ x

2,
L.-
5
u
m
EAST INDUSTRIES
g MW-17
G_Rq _ _ asEND
EAST INDUSTRIES ce C E JACKSQN MOVING
MW-4Q SHALLOW NG WELL
/
0 ��� � "'ft...., 8c STORAGE MW-7Q DEEP MONITORINGMONITORI
WELL
MW-5 ..„/".. RW-CQQ RECOVERY WELL
E e
/ CD DESTROYED MONITORING WELL
ASPHALT (<10)
/
•/
DURING PAVING OF PARKING LOT
/if
UPS BUILDING MW-2� — ` ` ~ PROPERTY LINE
MW-16 —S— — SANITARY SEWER
o �� 1 W WATER LINE
�/e (Myy 00) (<20) I i� G GAS GAS GAS MAIN (PUBLIC)
/ ' + �710) MW-6 e s W�yN TEL TES— TELEPHONE LINE
/ M19+- 'T %4_ E E— ELECTRIC LINE
([10} E 0 _ RW-B
/ 0 FORMER UST (<10) DW MW-15 — TOTAL XYLENES N.C.A.0 2L
0 / `' Q W-19 EXCAVATION (<10) (�• & ca SoN 0
3 I -18, MW-3® % UMITS RW-C ( �2 EI al •• -11 /_ `:4�D wAReHOUSE STANDARD (530 Ng/L)
2 OIL/WATER �7 /
SEPARATOR — 3 1 MW-10 _ ►
/ ci / FORMER .. I I ® ' _i _
Sr // / INFILTRATION MW ASPHALTIF ORAf S GALLERY C� �_ �(28) IMW-14
�' wq� ti 4- 1MW-13 ,I ��\� I 0 ..........7
v W I 1
g 3 / I
I
$° G,qs 1 SECURED EQUIPMENT AREA
...0:4,4, . itor , 4r / f (GROUNDWATER REMEDIATION SYSTEM)
Iii? / /
FORMER 250 / '
GAL. WASTE S�_ ��
OIL UST I
2 MW-12 I
8 /HSrRU s U ASPHALT PS NG f' — .111
1 so
g TRANSMISSION TOWER Nr 4,R/V� _ ��= I APPROX. SCALE: 1'=60'
I
og _Gqs —- UPS-ROCKY MOUNT CENTER
STQ INSTRUMENT DR., ROCKY MOUNT, NORTH CAROLINA
w & Gqs_ RM SWatE INCIDENT#5019
•
C.P. DISTRIBUTION/ S_ GROUNDWATER
ISO-CONCENTRATION CONTAIN
NT
It
CORE CAROLINA TRUCK SERVICE TOTAL XYLENES
O§ 1
Q'.u§
Z
r 2 * ARCAD1S F1
CR 9
x

M1 * MW-4Q SHALLOW MONITORING WELL
DATE 4/27/09 6/25/08 3/12/07 5/23/06 11/11/05 10/26/04 9/2/03 5/15/01
a Zia 300.0 310 d 180 350 <500 <500 San MW-7Q DEEP MONITORING WELL
Q T 1,1go $,400 9,500 d 4,800 1S,OQa 16,000 14,000 12,OOo
E 100 960 2,100 D 540 15,000 2,900 -_2,200 1,100 RW-CO RECOVERY WELL
X 710 9,300 14,000 D 4,700 9,600 11,000 14,000 8,700 idW-z
M <50 <1,000 <1,000 <10 <1,000 <5,000 <5,000 440 DATE 4/30/09 6/25/06 3/12/07 5/23/06 11/11/05 10/25/04 9/2/03 5/15/01 Ilh'_2 MONITORING WELL PROPOSED
I <50 <1,000 c1,000 <10 <1,000 <500 <5,000 <160 B <1.0 <I.0 <1.0 <1.0 <1.0 <1.0/<1.o <1.0 <1.0 FOR ISCO INJECTION
1.1 98 14 28.0 11 27 27 22 T <5.0 <1.0 <1.0 <1.0 <1.0 <1.0/<1.0 <1.0 <1.0 DESTROYED MONITORING WELL
E <5.0 <1.0 '<1.0 <1.0 <1.0 -<1.a/<1.0 <1.0 c'f.0
rW-t rw�
X <TO <2.0 <2.0 <2.0 <2.0 <2.0/<2.0 <2.0 <1.0 ,` DURING PAVING OF PARKING LOT
5 MW-s* DATE 11/09 - DATE 11/09 M <5.0 <10 <10 <10 <10 <10/<10 <10 <8,0 _'-,., '__ ''r� PROPERTY LINE
DATE 4/30/D9 6/25/08 3/12/07 5/23/06 11/11/05 10/25/04 9/2/03 5/15/01 6 410 6 460 I 45.0 <10 <10 <10 <10 �<10/<1a <10 <8.0
w 9 330 720 360 d 900 820E B1o1520 <500 900 T x 809 T 2 900 L 11 29 M 14 5.3 <5.0 47/47 21 7 S-- - SANITARY SEWER
T _ 5,9W 19,000 8,800 D 12,000 870E 15,000/13,000 8,800 16,000 E 21,000 16,000
E 900 2,400 1,500 D 1,900 1,400E 3,200/2,700 1,200 1,800 X 16 000 ® 15 000 4., w id- WATER LINE
11N�-8
x 4,900 14,000 8,300 D 10,000 5,200 E 70,00018.800 6,600 11,000 DATE 4/30/09 3/12/07 5/23/06 11/11/05 12/26/04 9/2/03 5/15/01 s-GAS GAS-GAS
M <120 <2,000 <500 27 16 7,300 ,20a <5,000 1,400
GAS MAIN (PUBLIC)
I <120 <2,000 <500 <10 <10 <5001<500 _c5,000 310 B 230 110 280 25 70 66 100
_L 9.3 7.8 H 7.9 7.4 12 19/(171 8.6 11 T 110 56 140 6.3 10 64 20 -*�-re 4 LTEL-1EL_ TELEPHONE LINE
a E 270 170 550 17 10 150 34
w X <20 44 16.0 <2.0 <20 -640 ' 20 -E-E---E-E- ELECTRIC LINE
W M 36 31 - <10 <10 '120 <250 120
I <10 <10 <10 14 <10 <250 19
L 33 6 13.0 <5.0 <5 7 Z7
p EAST INDUSTRIES
SAMPLE LOCATION
o+ate`_+ ' , DATE SAMPLE
ZENEDATE
DATE 11/09 EAST INDustRllS + _��E DATE 4/27/09 T TOLUENE
1' B 330 / MW-5hr- r <5.0 E ETHYL6ENZENE
1,_,
T 3 100 / O S E <5.0
X TOTAL XYLENE
E 13 ,.F S x G10 M MTBE
z X 18 000 �/ I IPE
w 7 ASPHALT I a.0L LEAD
#W-79SI
8W- - L 2.5
DATE 4/30/091 d UPS BUILDING14W-_ NORTH CAROLINA 2L STANDARDS
UST0EXCAY ITS ��yr <50 "r4cr DATE 4/30/09 BENZENE 1 ( g/L)
E <5.a ARw "�cr B a.o TOLUENE 1,D00 (�9/L)
x <1D ♦ I
4pPir
Iw-E Gp, ,NW-15 T <5.0 ETHYLBENZENE 550 L
_ i9 iw- = Iw- j h E c5.0 TOTAL XYLENE 530 �V9/L)
? I _<S.0 'w-1a0 wit- R. MW-. e ► 4 ,.,.4 , X <10 ( g/ )
L 21M <5oI PE 70 MTBE 200 (}�g/L)
j iv,-4 NZ:. I L <5.0 LEAD 15 (pg/L)
(pg/L)
S Ma 4 30 09 -- S,4E ;I, TRA.]ION GALLERY a, i- •
• MW-14-
o �� s / w• Ar /` ` MW 8 Ng/L = MICROGRAMS PER LITER
�� / � 4 30 09
© <5® �/ __
illy o ,� PMFIIT 940 BOLD VALUES EXCEED NORTH CAROLINA 2L STANDARDS
x ©® , • ��WA a- A ATiON SYSTEM) UM© 1 400
H = SAMPLE WAS PREPPED OR ANALYZED BEYOND
w8 �® i © <<120� HOLDING TIME.
° 411 r' ! C120 D= MATRIX SPIKE RECOVERIES WERE NOT OBTAINED
+ L 35 t BECAUSE THE EXTRACT WAS DILUTED FOR ANALYSIS
17
r
w1aTRANSMISSION TOTTER UPS PARKMG I ASPHALT l 11'09 E = RESULT EXCEEDED THE CALIBRATION RANGE OF THE
� I 150 INSRUMENT; SECONDARY DILITUTION REQUIRED
o5 `-` 2 700 * SELECT GROUNDWATER MONITORING WELLS DEPICTING
��
_ �� sr., © �q,p0 AVAILABLE DATA FROM 2000 TO 2009 TO ILLISTRATE
�� CONCENTRATION TRENDS UP, WITHIN, AND DOWN
nN-8 GRADIENT OF PLUME
6 9 C.P.DIS -•. 1I0N/ /
_ CURE A TRUCK SERVICE DATE_ 11 09
g IW-3 9 75
DATE 11/09 T 700
B 89 E 380 0 100' 200'
S� T 1,100 x 2,400 ,
.' MW-3 * 5 \ E 1,200 mmmm mmm {
a g DATE 6/25/08 3/12/07 5/23/06 _11/11/05 10/25/04 9/2/03 5/15/01 DATE�11/09 DATE I4/27/09 DATE11/09 X 5,900 GRAPHIC SCALE
g a 6 <1.0 <1.0 <1.0 <1.0 <1.D <1.0 <1.0 B 20 B <1.0 B 10
ao ti' T <1.0 <1.0 <1.0 _ <1.0 <1.0 <1.0 <1.0 T 130 T 5.3 T 150 RW-C*
'; E <1.0 '<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 E 160 E 6.1 E 52 DATE 4/27/09 6/25/08 3/12/07 5/23/06 11/11/05 10/25/04 9/2/03
9 w X <2.0 <2.0 <2.0 <2.0 <2.0 <z,o <1.0 X 1,900 X 28 X y,2oo B <1.0 <1.o a.o <1.0 8.3 <50 <1.o UPS ROCKY MOUNT CENTER
g 4 M <10 <10 <l0 <10 <10 <10 <3.0INSTRUMENT DR., ROCKY MOUNT,NORTH CAROLINA
` M <5.0 T <5.0 4.7 <1.0 <1.0 49 120 <1.0
_' I <10 _<10 <10 <10 <10 <10 <6.0 I <5.0 E <5.0 9.7 <1.0 <1.0 33 <50 <1.0 INCIDENT#50'I9
eo w L 9.1 H 22 15 <5.0 18 16 21 - -
o L 6 X <16 24 <2.0 <2.0 63 110 .<2.0
M <5.0 <10 <10 <10 <10 1,700 <i0
o n.
I <s.o <➢ <10 <10 no <5a <10 PROPOSED WELL LAYOUT FOR ISCO
z g L 2.7 . <5.0 H <5.0 x7A <5.0 - <5.0 <S.o INJECTION NETWORK
1,15
FIGURE
` ' W SOURCE:Bose ARC,4DIS
1O
LAW ENGINEERNRALEIGH,red from NORTH CAR�rovided JNA0 Date 9/95. Map scale 1 -60'. ��•

EXCLUSION ZONE/SECONDARY CONTAINMENT AREA
POTABLE
WATER
SUPPLY
2 ` BALL VALVE BALL VALVE BALL VALVE BALL VALVE
\1
0 AIR COMPRESSOR --
r
Z I
Na25208 Na25206
ACTIVATOR ACTIVATOR
COALESCING® TANK 1 TANK 2 TANK 1 TANK 2
w OIL FILTER (USED3/4"PVC
g SIRRING TANKS)
0
e
3/B'BRONZE 1 1
t 1'SCH 80 1"SCH 80 BALL VALVE
: BALL VALVE BALL VALVE t 1"SCH 80 t 1'SCH£i0
BALL VALVE BALL VALVE
— (VITON SEAL) (VITON SEAL)' (VITON SEAL) (VITON SEAL)
i 3/8'BRONZE VI"ii T IH� 'Ti
ll ill T ! T
BALL VALVE a, 1'SCH 80 CHECK 1"SCH 80 CHECK
° i'SCH 80 PVC VALVE VALVE 1'SCH 80 PVC
(VITON SEAL) (VITON SEAL) 1/2'STAINLESS
STEEL BALL VALVE
Pri 1/2'STAINLESS
j F STEEL CHECK VALVE
oIIII ,. VI
tP
1L
3
0-100 PSI
3t8'RUBBER HOSE STAINLESS
AIINL CT ONS STEEL 1/2'STAINLESS STEEL
r
112'STAINLESS STEEL 1/2'STAINLESS STEEL
NEEDLE VALVE - I
m
a DWYER FLOWMETER ��
1-10 LPM
1 TANKS MODEL#LPMC-07-A2
275-GAL POL TH SECONDARY CONTAINMENT 1"XI"STAINLESS 4442
a ALL PORT • r BE COMPATIBLE WITH STEEL HOSE BARB
t 1 SODIUM P:
3 FERROUS ACI. , I.t SCH 80 TEE
PI AIR COMPRE ma*SCH BO I 1
0.t D1/2"X1'STAINLESS
a b PVC BALL VALVE STEEL HOSE BARB
Vo
g< INGERSOLL "• 2'MPT SCH 80
MODEL#P1,5 PVC NIPPLE 1"X1'STAINLESS N
o 4 2 HP,20 GAL STEEL HOSE BARB
o c CAPACITY @' .I=5.2CFM/4.6CFM 1-1/2"SCH 80 PVC
E
FADED
ALL PVC FITTINGS SHALL
BALL VALVE 1"RUBBER HOSE (NO SOCKET/GLUE)
SS RUBBER HOS 2"S X 2'FPT SCH
4 I INGERSOLL ' 1 80 PVC COUPLER
g MODEL#BH6
BULK RUBBE'
c E MAX PRESSU
a_a
m t}
° P-101
a -.
ISCO PROCESS AND
7 IUNIQG13EL 30 o- -B INSTRUMENTATION DIAGRAM
J {PVDF BODY IN BALL&DIAPHRAGM)
R MODEL#- B 1 EXISTING WELL FIGURE
(PVDF BODY •PRENE BALL&DIAPHRAGM WITH MULTI-PORT OPTION)
CAD
1S 1 2i 0
MAX FLOW ' PM(54.5 Llmin)
J 1/2"INLET AN 'DRYS

467A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
September 10, 2012
Jennifer Halcomb-LeBeau
ARCADIS G&M of NC, Inc.
801 Corporate Center, Suite 300
Raleigh,NC 27607
Ref: Return of Notification Package for Injection Wells Permitted by Rule
UPS —Rocky Mount Center Groundwater Remediation Project
Dear Ms. Halcomb-LeBeau:
Per our teleconference on September 5, 2012, I am returning the notification package referenced
above, which was received on August 31, 2012. As discussed, the subject site has additional
monitoring and reporting requirements associated with injection well permit W10500242. The
additional monitoring results will be used to revise the Epsom salts injection proposed for
enhanced anaerobic bioremediation of petroleum compounds remaining after persulphate
injections authorized by injection well permit WI0500242.
Please call me at 919-807-6412 or email me at [e-mail] if you have any
questions. 4Best R gards,
0-77-AA )3L(44°1
Thomas Slusser, L.G.
Underground Injection Control Program Manager
cc: WI0500242 Permit File
Eric Rice—Raleigh Regional Office,DWQ Aquifer Protection Section
AQUIFER PROTECTION SECTION
1636 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] FAX:[phone] One
Internet:www.ncwatemuatity.orglweblwalaos NorthCarolina
An Equal Opportunity',Affirmative Arbon Employer Natural&

• ! AitAb,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 30, 2010
Julie Straub
United Parcel Service
UPS Corporate Plant Engineering
55 Glenlake Pkwy.,NE
Atlanta, GA 30328
Ref: Issuance of Injection Permit WI0500242
United Parcel Service -Rocky Mount Center
1108 Instrument Dr.
Rocky Mount,Nash County,27801
Dear Ms. Straub:
In accordance with the application received on February 22, 2010, and supporting data received July 1, 2010, and July 28,
2010, we are forwarding permit number WI0500242. This permit is to inject sodium persulfate to remediate groundwater
contaminated with petroleum products at the United Parcel Service - Rocky Mount Center facility located 1108
Instrument Dr., Rocky Mount, Nash County, NC 27801. This permit shall be effective from the date of issuance until
June 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—MONITORING AND REPORTING REQUIREMENTS. Please read the
entire permit to ensure that you are aware of all compliance requirements of the permit.
Please note that the monitoring plan as originally presented in the application has been modified per the
Additional Information Letter dated June 30,2010, and received by the Division of Water Quality on July 1,2010.
You will need to notify this office and the Raleigh Regional 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 919-715-6166 or
Michael.Ro2ers(a7ncdenr.gov if you have any questions about your permit.
Best Regards,
n
Michael Rogers,P.G. (NC FL)
Environmental Specialist
Underground Injection Control Program
cc: J. Zimmerman-Raleigh Regional Office
Matthew Schnobrich-Arcadis,2464 Fortune Dr.. Suite 170,Lexington.KY 40509
WI0500242 Permit File
Brenda Hafshejani -Division of Waste Management
AQUIFER PROTECTION SECTION
1636 Mail Service Center,Raleigh,North Carolina 27699-1636
Location:2728 Capital Boulevard,Raleigh.North Carolina 27604 One
Phone:[phone] I FAX [phone],FAX 2:919-715-60481 Customer Service:1-877.623-6748 North Carolina
ww Internet:W .ncwaterqualiiy.orq Nate/wily
fwily
Hn Equal Opportunity Affirmative Action Employer

•
Rogers, Michael
From: Schnobrich, Matthew[[e-mail]]
Sent: Wednesday, July 28, 2010 8:41 PM
To: Rogers, Michael
Subject: UPS Rocky Mount Follow-Up
Attachments: AR-M317_20100326_104654.pdf
Michael,
Per our call today,attached are the complete set of GW-1 logs from the drillers. I double checked to make sure that all
well logs were included in this set.
Please let me know if you want to discuss this further or if you still need a supplemental letter/email to go along with
this. Thanks for your help expediting all of this. I will be available via cell tomorrow if you want to follow-up.
Matt
•
Matthew Schnobrich I Project Engineer I matthew.schnobricht arcadis-us.com
ARCADIS U.S., Inc. 1 500 North Gulph Road,Suite 401 I King of Prussia, PA 19406
T.610.337.7601 1 M. 651.226.4666 [ F.610.337.7609
www.arcad i s-us.coni
ARCADIS, Imagine the result
Please consider the environment before printing this email.
•
NOTICE:This e-mail and any files transmitted with it are the property of ARCADIS U.S., Inc. and its affiliates. All rights,
including without limitation copyright, are reserved. The proprietary information contained in this e-mail message, and any
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•

Cws slxrf,4
NONRESIDENTIAL WELL CONSTRUCTION RECORD
° -, 9. North Carolina Department of Environment and Natural Resources-Division of Water Quality
S WELL CONTRACTOR CERTIFICATION# 2402
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface'
MIKE MCCONAHEY 'Top of casing terminated at/or below land surface may require
Well Contractor(Individual)Name a variance in accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm): N/A METHOD OF TEST NIA
Well Contractor Company Name f. DISINFECTION:Type N/A Amount NIA
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625 .
City or Town State Zip Code From To From To
(704 )_ 872-7686 From To From To
Area code- Phone number 6. CASING: �am�ett Thickness/
2.WELL INFORMATION: 0.0 Depth 6.0 2 Diameter Weight Material
at ial
PVC
SITE WELL ID#(if applicable) IW-1 FromTo Ft.
STATE WELL PERMIT#(if applicable) From To Fl.
From To Fl.
DWQ or OTHER PERMIT#(if applicable) -
WELL USE(Check Applicable Box)Monitoring Et Municipal/Public❑ 7. GROUT: Depth Material Method
Industrial/Commerclal❑ Agricultural q Recovery': ❑ From 0.0 To 10.0 Ft Portland bentenite SLURRY
Irrigation❑ Other❑ (list Use) From To Ft.
DATE DRILLED
10/12/09 From To FL
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM❑ PM❑ 16.0 26.02.0 .010 STA NLE559TEEL
From To _FL in. in.
3.WELL LOCATION: From To Ft, in. In.
CITY: ROCKY MOUNT COUNTY NASH From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804 9. SAND/GRAVEL PACK:
(Street Name,Numbers,Community,Subdivision.Lot No..Parcel,Zip Coda) Depth Size Material
TOPOGRAPHIC/LAND SETTING: •
From 14.0 To 26.0 Ft. 20-40 _ FINE SILICA SAND
0 Slope DValley 0 Flat ❑Ridge 0 Other From To Ft.
(check appropriate box)
LATITUDE May be in degees, From To Ft.
- minutes,seconds or 10.DRILLING LOG
LONGITUDE _ in a decimal format- From To Formation Description
Latitude/longitude source: ❑GPS ❑Topographic map 0.0 1.0 ASPHALT/STONE
(location of well must be shown on a USGS topo map and 1.0 5.0 BROWN/RED CLAYEY SANDY SILT
attached to this farm if not using GPS) 5.0 15.0 RED/ORANGE SANDY SILT
4.FACILITY-is the name of the business where the well la located. 15.0 26.0 TAN/ORANGE SANDY SILT
FACILITY ID#(if applicable)
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 .
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 10.0 TO 14.0 FT
( )-
Area code- Phone number
5.WELL DETAILS: !DO HE- : CER THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15 •• 2C• L CONSTRUCTI STANDARDS.AND THATA COPY OF THIS
•'• N PROVIDE WMC ER.
a. TOTAL DEPTH: 26.0 FEET ;l--_:
10/28/09
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO
SIGNATURE OF -ERTIFIED WELL CO19;71stri:r DATE
c. WATER LEVEL Below Top of Casing: 12.0 FT. MIKE MCCONAHEY
(Use°+"if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1617 Mail ServIce Center--Raleigh,NC 27699-1617 Phone No.[phone] ext 566. Rev.7/05
i
I -

,.•
., NONRESIDENTIAL WELL CONSTRUCTION RECORD
`��:ni L North Carolina Department of Environment and Natural Resources-Division of Water Quality
WELL CONTRACTOR CERTIFICATION# 2581
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface'
BRIAN THOMAS 'Top of casing terminated atlor below land surface may require
Well Contractor(Individual)Name a variance In accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION,INC, e. YIELD(gpm): N/A METHOD OF TEST N/A
Well Contractor Company Name f. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS
176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625
City or Town State -
Zip Code From To From To
(704 )_ 872-7686 From To From To
Area code- Phone number 6. CASING: - Thickness/
2.WELL INFORMATION: Depth Diameter W i ht Material
SITE WELL ID#(if applicable) IW-2 From 0.0 To 16.0 Ft.2 INCH s r ho PVC
From To Ft.
STATE WELL PERMIT#(ir applicable) - .
From To Ft.
DWQ or OTHER PERMIT#(if applicable)
WELL USE(Check Applicable Box)Monitoring® Municipal/Public El7. GROUT: Depth Materiel Method
Industrial/Commercial 0 Agricultural 0 Recovery D Injection
From 0.0 To 11.0 Ft. Portland bentonlla SLURRY
El
Irrigation❑ Other El (list use) From To Ft.
DATE DRILLED
11/02/09-11/04/09 From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED _ AM❑ PM 0 i6.0 26.0 2.0 .010 srAihuesssrea
3.WELL LOCATION: From To Ft. in. in.
ROCKY MOUNT NASH From To_ Ft. in. in.
CITY: COUNTY -- From To FL _ in. in. _
1101 INSTRUMENT DRIVE 27804 9, SAND/GRAVEL PACK:
(Street Name,Numbers,Community,Subdivision,Lot Na.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC I LAND SETTING:
❑Slope (Valley oFlat [1Rldge ID Other From 14.0 To 26.0 FL 20-40 FINE SILICA SAND
{check appropriate box) From To Ft.
From To Ft.
LATITUDE Maybe in degrees,
• minutes.seconds or 10.DRILLING LOG
LONGITUDE _ in a decimal format From To Formation Description
Latitude/longitude source: ❑GPS ❑Top ographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map and 2.0 11.0 RED SILTY CLAY
attached to this km]if not using GPS) 11.0 16,0 BROWN SILTY CLAY
4.FACILITY-is the name of the business where the well Is located. 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(If applicable)
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 -
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
s Area - Phone number
5.WELL DETAILS: I DO HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C,WELL CONSTRUCTION STANDARDS,AND TttAT A COPY OF THIS
a. TOTAL DEPTH: 2$•0 FEET RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
11/24/09
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO in IGPJ14 F•CERTIFIED W LL + DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT.
(Use"+"if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1617 Mall Service Center-Raleigh,NC 27699-1617 Phone No.[phone] ext 566. Rev,7/05

•
V.
r .: NON WELL CONSTRUCTION RECORD
:5 'It V. g North Carolina Department of Environment and Natural Resources-Division of Water Quality
• "� "" WELL CONTRACTOR CERTIFICATION# 2581
1.WELL CONTRACTOR: d. TOP OF CASING I5 0.0 FT.Above Land Surface'
BRIAN THOMAS *Top of casing terminated at/or below land surface may require
Well Contractor(Individual)Name a variance in accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION,INC. e, YIELD(gpm): N/A METHOD OF TEST N/A
Well Contractor Company Name f. DISINFECTION:Type N/A Amount NIA
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625
City or Town State Zip Code From To From To
(704 ). 872-7686 From To From To
Area code- Phone number 6. CASING: �IaaRRTTeett Thick�nness/
2.WELL INFORMATION: 0.0 Depth 6,0 2[NC:Her 5 o !Atrial
SITE WELL ID#(if applicable) IW-3 FromTo Fl.
STATE WELL PERMIT#(Inapplicable) From To FL
From To Ft.
DWQ or OTHER PERMIT#(ff applicable)
WELL USE(Check Applicable Box)Monitoring ElMunicipal/Public 0 7. GROUT: Depth Material Method
Industrial/Commercial ID Agricultural 0 Recovery ID Injection❑ From 0.0 To 11.0 Ft. Portland beelonue SLURRY
Irrigation❑ Other 0 (list use) From To FL
DATE DRILLED
11/02/09-11/04/09 From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM❑ PM 0
From 16.0 To 26.0 Ft.2.0 in. .010 in. STNNLESS STEEL
3.WELL LOCATION:
ROCKY MOUNT NASH From To Ft. in. in.
CITY: COUNTY From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804
9. SAND/GRAVEL PACK:
(Street Name,Numbers.Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC/LAND SETTING: From 14.0 To 26.0 FL 20-40 FINE SILICA SAND
❑slope ❑Valley OFlat ❑Ridge 0 Other From To Ft.
(check appropriate box)
LATITUDE May be in degrees, From To Ft.
'•'- minutes,seconds or 10.DRILLING LOG
LONGITUDE in a decimal format From To Formation Description
Latitude/longitude source: ❑GPS ❑Topographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map and 2.0 11.0 RED SILTY CLAY
attached to this form if not using GPS) 11.0 16,0 BROWN SILTY CLAY
4.FACILITY-is the name of the business where the well is located. 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(if applicable)
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
U-
Area code- Phone number r
•
5.WELL DETAILS: I oo CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
C 2C ELL CONSTRUCTION STANOA S,AND THATA CDPY OF THIS
26.0 FEET RECO BEET VIDEDTOTHE O NER.
a. TOTAL DEPTH: 11/24/09
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO® SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c, WATER LEVEL Below Top of Casing: 18.0 FT. BRIAN THOMAS
(Use"+"if Above lap of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn:Information Mgt., Form GW-lb
1617 Mail Service Center-Raleigh,NC 27699-1617 Phone No.[phone] ext 568. Rev.7/05

•
::
NON ONRESIDENTIAL WELL CONSTRUCTION RECORD
5 `;%.: ,g North Carolina Department or Environment and Natural Resources-Division of Water Quality
1 I
WELL CONTRACTOR CERTIFICATION# 2581
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface'
BRIAN THOMAS "Top of casing terminated at/or below land surface may require
Well Contractor(Individual)Name a variance In accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION,INC, e. YIELD(gpm): N/A METHOD OF TEST NIA
Well Contractor Company Name
f. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625
City or Town State Zip Code From To From To
(704 ). 872-7686 From To From To
Area code- Phone number 6.,CASING: Thickness/
2.WELL INFORMATION: Depth Diia a�tter Material
From 0.0 To 16.0 Ft.2[N H s �nh iS PVC
SITE WELL ID#(ir applicable) IW-4 From To FL
STATE WELL PERMIT#(If applicable) From To FL
DWQ or OTHER PERMIT#(if applicable)_
WELL USE(Check Applicable Box)Monitoring inMunicipallPublic 0 7. GROUT: Depth Material Method
` Industrial/Commercial❑ Agricultural 0 Recovery Injection
From 0.0 To 11.0 Ft. Portland bentonite SLURRY
Irrigation❑ Other 0 (list use) From To FL
DATE DRILLED
f 1/02/09-11/04/09 From To FL
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM❑ PM 0
From 16-0 To 26.0 FL 2.0 in. .010 in. STAINLESS STEEL
3.WELL LOCATION:
ROCKY MOUNT NASH From To Ft. in. in.
CITY: COUNTY From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804
9. SAND/GRAVEL PACK:
(Street Name,Numbers,Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC I LAND SETTING:
From 14.0 To 26.0 Ft, 20-40 FINE SILICA SAND
DSlope ❑Valley ❑Flat ❑Ridge 0 Other
(check appropriate box) From To Ft.
LATITUDE• May be in degrees, From To Ft.
-'-"- minutes,seconds or 10.DRILLING LOG
LONGITUDE ,�• in a decimal format From To Formation Description
Latitude/longitude source: ❑GPS 0 Topographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map arrd 2.0 11.0 RED SILTY CLAY
attached to this form if not using GPS) 11.0 16.0 BROWN SILTY CLAY
4.FACILITY-la the name of Ma business whore the well is located. 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(if applicable)
-
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE -
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14,0 FT
(- )- .
Area code- Phone number
5.WELL DETAILS: 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
CA WELL CONSTRUCTION STAN RDS,AND THAT A COPY OF THIS
a. TOTAL DEPTH: 26.0 FEET • RE AS Scal.EROVIDEDTOT L OWNER.
11/24/09
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO Ei SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT. BRIAN THOMAS
(Use"+"if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1617 Mail Service Center-Raleigh,NC 276 99-1 61 7 Phone No.[phone] ext 568. Rev.7/05

z spat,.
r 1 . ON RESIDENTIAL WELL CONSTRUCTION RECORD
5 `S`'i. i-.•- g North Carolina Department oFEnvironment and Natural Resources-Division of Water Quality
'fry�-,ry. � :
t.. .,,.;, r• WELL CONTRACTOR CERTIFICATION# 2581
,,
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface*
BRIAN THOMAS 'Top of casing terminated aVor below land surface may require
Well Contractor(Individua<a Name a variance in accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm): NIA METHOD OF TEST NIA
Weil Contractor Company Name f. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625
City or Town State Zip Code
From To From To
(704 )_ 872-7686 From To From To
Area code- Phone number - 6. CASING: • Thickness!
2.WELL INFORMATION: Depth Di meet�er Wi�h Material
SITE WELL ID kit applicable) IW-5 From 0.0 To 16.0 Ft.2 IINCH 5 Jnh! PVC
STATE WELL PERMIT#(if applicable) From To Ft.
From To FL
DWQ or OTHER PERMIT#(if applicable)
WELL USE(Check Applicable Box)Monitoring I7 Municipal/Public 0 7. GROUT: Depth Material Method
From 0.0 To 11.0
Industrial/Commercial❑ Agricultural 0 Recovery 0 Injection❑
Ft Portland bentonite SLURRY
Irrigation!: Other 0 (list use) From To Ft,
DATE DRILLED 11/02/09-11104/09 From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM 0 PM❑ 16.026.0 2.0 .010 STAINLESS STEEL
3.WELL LOCATION: •
From ToFt, in. in.
From To Ft. in. in.
CITY: ROCKY MOUNT COUNTY NASH From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804 9. SAND/GRAVEL PACK: •
(Street Name,Numbers,Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC/LAND SETTING:
From 94.0 To 26.0 Ft, 20-40 FINE SILICA SAND
ID Slope 'Valley ❑Flat °Ridge 0 Other
(check appropriate box) From To Ft.
May be in degrees, From To Ft.
LATITUDE _ y
minutes,seconds or 10.DRILLING LOG
LONGITUDE - in a decimal format From To Formation Description
Latitude/longitude source: ❑GPS ID Topographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map and 2.0 11.0 _RED SILTY CLAY
attached to this form if not using GPS) 11.0 16.0 BROWN SELTY CLAY
4.FACILITY-Is the name of the business where the well Is located. 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(it applicable)
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
( )-
Area code- Phone number
S.WELL DETAILS: 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C.WELL CONSTRUCTION STANDARDS,AND THAT A COPY OF THIS
26.0 FEET EEN PROVIDED TO THE WELL OWNER.
a. TOTAL DEPTH: / �--. 11/24/09
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO EI SleNzscFil tiataKI.ED t DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT. BRIAN THOMAS
(Use"+'if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GVv-lb
1617 Mail Service Center-Raleigh,NC 27699-1617 Phone No.[phone] ext 568. Rev.7/05

y ., b
.ssr�re -,�
r eri, C . NON ONRESIDENTIAL WELL CONSTRUCTION RECORD
:5 'y" North Carolina Department of Environment and Natural Resources-Division of Water Quality
" ;. WELL CONTRACTOR CERTIFICATION# 2581
.Z.ram
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface"
BRIAN THOMAS 'Top of casing terminated aticr below land surface may require
Well Contractor(Individual)Name a variance In accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION.INC. , e. YIELD Wpm): N/A METHOD OF TEST NIA
Well Contractor Company Name f. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625 - From To • From To
City or Town State Zip Code
(704 )- 872-7686 From To From To
Area code- Phone number 6. CASING: Thickness!
2.WELL INFORMATION: Depth Dtemeter W € h Mater€al
SITE WELL ID#(if applicable) Iw-6 From 0.0 To 16.0 Ft.2 INCH
scH�4b PVC
From To Ft. ,
STATE WELL PERMIT#(It applicable) From To Ft.
DWQ or OTHER PERMIT#(if applicable)
WELL USE(Check Applicable Box)Monitoring® Municipal/Public 0 7. GROUT: Depth Material Method
Industrial/Commercial❑ Agricultural❑ Recovery p Injection❑
From 0.0 To 11.0 Ft. Portland bentonite SLURRY
Irrigation❑ Other 0 (list use) From To Ft.
DATE DRILLED
11102/09-11/04/09 From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM 0 PM 0 16.0 26.0 2A 010 9YWNLE55 STEEL
From To Ft. €n. tn.
3.WELL LOCATION: From To Ft. in. in.
CITY: ROCKY MOUNT COUNTY NASH From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804 9, SAND/GRAVEL PACK:
(Street Name,Numbers,Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC/LAND SETTING:
From 14.0 To 26,0 Ft. 20-40 FINE SILICA SAND
0 Slope ❑Valley 0 Fiat ❑Ridge 0 Other From To Ft.
(check appropriate box)
LATITUDE • May be in degrees,
," From To Ft.
minutes,seconds or 10.DRILLING LOG
LONGITUDE — in a decimal Emmet From To Formation Description
Latitude/longitude source: aGPS ❑Topographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map and 2.0 11.0 RED SILTY CLAY
attached to this form if not using GPS) 11.0 16.0 BROWN SILTY CLAY
4.FACILITY-Is the name of the business where the well Is located" 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(if applicable) _
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27604 11.REMARKS:
City Or Town State Zip Code BENTONITE SEAL FROM MO A TO 14.0 FT
L_____)-
Area code- Phone number
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED iN ACCORDANCE WITH
5.WELL DETAILS: WELL CONSTRUCTION STANDARDS,AND THAT A COPY OF THIS
a. TOTAL DEPTH: 26.0 FEET EcgRD BEEN PROVIDED TO THE WriER.
rZ 11/24/9
' b. DOES WELL REPLACE EXISTING WELL? YES❑ NO p i SIGNATUR IED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 1S"0 FT. BRIAN THOMAS
(Use"+"if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1617 Mail Service Center—Raleigh,NC 27699-1617 Phone No.[phone] ext 568. Rev.7/05

r
SCAr�,
, "1...-1.
1nr..,
'- NONRESIDENTIAL WELL CONSTRUCTION RECORD
G•:
' `~ V.:' North Carolina Department of Enviromnent and Natural Resources-Division of Water Quality
. .�•w..,.
WELL CONTRACTOR CERTIFICATION# 2581
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface'
BRIAN THOMAS 'Tap of casing terminated at/or below land surface may require
Well Contractor(Individual)Name a variance in accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm): NIA METHOD OF TEST NIA
Well Contractor Company Name f. DISINFECTION:Type NIA Amount NIA
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
STATESVILLE NC 28625 From To From To
From To From To
City or Town State Zip Code
(704 )_ 872-7686 From To From To -
Area code- Phone number 6. CASING: Thickness/
2.WELL INFORMATION: Depth DiaCH er Ws� h� Material
SITE WELL ID Ai!applicable) IW 7 From 0.0 To 16.0 R.2 IN 4 PVC
STATE WELL PERMIT#(if applicable) From To Ft.
From To Ft.
' DWQ or OTHER PERMIT#(if applicable)
WELL USE(Check Applicable Box)Monitoring kJ Municipal/Public 0 7. GROUT: Depth Material Method
IndustriaUCommercial❑ Agricultural❑ Recovery❑ Injection❑
Fram 0.0 To 11.0 Ft Portland bentonite SLURRY
IrrIgationD Other❑.(list use) From To Ft.
From To Ft.
DATE DRILLED 11/02/09-11/04/09
B. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM❑ PM❑
From 16.0 To 26.0 FL 2.0 in. -010 in. SMINLEss STEEL
3.WELL LOCATION:
CITY: ROCKY MOUNT NASH From To FL in. In.
COUNTY From To - Ft. in. in.
1101 INSTRUMENT DRIVE 27804 9. SANDlGRAVELPACK:
(Street Name,Numbers.Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC/LAND SETTING:
❑51ope ❑Valley pFlat ❑Ridge ❑Other From 14.0 To 26.0 Ft, 20-40 FINE SILICA SAND
(check appropriate box) From To Ft.
LATITUDE
May be in degrees, From To Ft.
- minutes,seconds or 10,DRILLING LOG
LONGITUDE __ in a decimal format From To Formation Description
Latitude/Iongitude source: ❑GPS CI Topographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map and 2.0 11.0 RED SILTY CLAY
attached to this fort if not using GPS) 11.0 16.0 BROWN SILTY CLAY
4.FACILITY-Is the name of the business where the welt is located. 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(if applicable)
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE -
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
(__)-
Area code- Phone number
5.WELL DETAILS: I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORCANCE WITH
15A. C 2C,WELL CONSTRUCTION STANDARDS,AND THAT A COPY OF THIS
a. TOTAL DEPTH: 26.0 FEET ' RO S BEEN PROVIDED TO TN OWNER.
r~ tJ� 11/24/09
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO Kj LED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT. BRIAN THOMAS
(Use"+'if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-lb
1617 Mail Service Center-Raleigh,NC 27699-1617 Phone No.[phone] ext 568. Rev.7/05

N -� ]�j D
ti_r 1#1 ,.„1.• 1 fr ON RESIDENTIAL WELL CONSTRUCTION RECORD
b `) w;% Q. North Carolina Department of Environment and Natural Resources-Division of Water Quality •
fY` �"=;4- WELL CONTRACTOR CERTIFICATION# 2561
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0 FT.Above Land Surface'
BRIAN THOMAS 'Top of casing terminated at/or below land surface may require
Well Contractor(Individual)Name a variance in accordance with 15A NCAC 2C.0118. •
GEOLOGIC EXPLORATION,INC. e. YIELD(gnu* N/A METHOD OF TEST NIA
Well Contractor Company Name 1. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625
•
City or Town State Zip Code From To From To
(704 )- 872-7686 From To From To
Area code- Phone number 6. CASING: Thickness!
2,WELL INFORMATION: Depth Diameter W �phtt Material
SITE WELL ID#(irappllcab:e) iW 8 From 0.0 To 16.0 Ft.2 INCH 5�`H9D PVC
STATE WELL PERMIT#(If applicable) From To _ Ft.
From To Ft.
DWQ or OTHER PERMIT 1/(if applicable)
WELL USE(Check Applicable Box)Monitoring ID Municipal/Public❑
7. GROUT: Depth Material Method
I ndustrial/C ommerclal 0 Agricultural D Recovery injection
From 0.0 To 11.0 Ft Portland bentontle SLURRY
From To Ft,
Irrigation❑ Other❑ (list use)_ From To Ft.
DATE DRILLED 11/02/09-11104/09
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM 0 PM❑
3.WELL LOCATION: From 16.0 To 26.0 Ft.2.0 in .010 In. STAINLESS STEEL
ROCKY MOUNT NASH From To Ft. in. in.
CITY: COUNTY From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804 • 9. SAND/GRAVEL PACK:
(Street Name,Numbers,Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC!LAND SETTING: From 14.0 To 26.0 FL 20-40 FINE SILICA SAND
0 Slope ❑Valley ❑Flat 0 Ridge 0 Other
(check appropriate box) From To Ft.
LATITUDE Maybe in degrees, From To Fi.
minutes,seconds or 10.DRILLING LOG
LONGITUDE -_ inn decimal format From To Formation Description
Latitudeflongitude source: oGPS oTopographic map 0.0 2.0 GRAVEL
(location of well must be shown on a USGS topo map and 2.0 11.0 RED SILTY CLAY
attached to this form if not using GPS) 11.0 16.0 BROWN SILTY CLAY
4.FACILITY-Is the name or the business where the well Is located. 16.0 26.0 TAN SILTY CLAY •
FACILITY ID#(If applicable)
NAME OF FACILITY UPS
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804
City or Town State Zip Code
CONTACT PERSON UPS
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
( )-
Area code- Phone number
8.WELL DETAILS: I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
1 ,WELL CONSTRUCTION STANDARDS,AND THAT A COPY OF THIS
a. TOTAL DEPTH: 26.0 FEET E7RO BEEN PROVIDED TO THE WNER,
11/24/09
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO® SIGNATUR T IED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 16.0 FT. BRIAN THOMAS
(Use"+ If Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-ib /
1617 Mail Service Center-Raleigh,NC 27699-1617 Phone No.[phone] ext 568. Rev.7/05

Rovers, Michael
From: Schnobrich, Matthew [e-mail]]
Sent: Monday, July 19, 2010 4:14 PM
To: Rogers, Michael
Subject: RE:Application WI0500242
Attachments: Table 2.pdf
Michael,
Geologic Exploration, Inc conducted the well installation for those locations. Their certification number is#2402.
I have also attached the complete version of Table 2 for the application. Sorry for the omission.
Let me know if you need any further information.
Thanks,
Matt
Matthew Schnobrich I Project Engineer I matthew.schnobrich[a?arcadis-us.com
ARCADIS U.S., Inc. 1500 North Guiph Road,Suite 401 I King of Prussia, PA 19406
T.610.337.7601 I M. 651.226.4666 I F.610.337.7609
www.arcadis-us.com
ARCADIS, Imagine the result
Please consider the environment before printing this email.
From: Rogers, Michael rmailto:[e-mail]]
Sent: Monday, July 19, 2010 3:14 PM
To: Schnobrich, Matthew
Subject: RE: Application WI0500242
Just a clarification-the well construction logs you supplied did not give the actual driller,who completed the well. The logs include the
1st names of 2 or 3 guys(Carl, Randy, and Dary). If there were GW-1 s attached it would have indicated the driller who completed the
well.
Also,according to the footer on Table 2 in the application there are 2 pages. However,only page 1 of 2 was included. Page 2 is
missing. Would you please provide page 2 of 2 for Table 2.
Michael Rogers, P.G.(NC&FL)
Environmental Specialist
NC Div of Water Quality-Aquifer Protection Section (APS)
1636 Mail Service Center
Raleigh, NC 27699-1636
Direct Line(919)715-6166; Fax [phone](put to my attn on cover letter)
http://portal.ncdenr.org/web/wglaps/gwpro/permit-applications
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties
1

s �
From: Schnobrich, Matthew [mailto-`[e-mail]]
Sent: Tuesday, June 29, 2010 8:54 AM
To: Rogers, Michael
Subject: RE: Application WI0500242
Michael,
Based on our telephone conversation two weeks ago and your letter dated June 14, 2010, I have included the following
information to supplement the UIC workplan for the Rocky Mount site. These items pertain to your specific comments
and additional details requested pertaining to the injection approach. Please let me know if you need something more
formal than this, but I wanted to get this information in the interest of keeping things moving forward.
© Based on the falling head test conducted at the site,the hydraulic conductivity for the target injection interval
was determined from the K value observed at well MW-4 (Attachment 1). Based on the K value calculated for
this well, a groundwater gradient of 0.001 ft/ft observed between wells MW-13 and MW-16, and a conservative
effective porosity of 10%, the anticipated bulk groundwater velocity is approximately 3.7 ft/year.
© The well construction logs are included in Attachment 2.
a Wells lW-1, IW-3, IW-7, MW-4, MW-7, MW-8, MW-10, MW-PT and RW-C are being sampled this week for BTEX,
MTBE, IPE, metals analyses via EPA 3030C, and field parameters(including temperature), as requested.
Dissolved carbon dioxide will be collected from this suite of wells as part of the quarterly monitoring program
conducted post-injection. Concentrations of dissolved CO2 from the listed wells will be useful in quantifying
differences within the active treatment area and outside of the proposed injection area (i.e. background). The
replacement page for Section 7 of the UIC permit application is also attached.
© Attachment 3 presents the site layout with the cross-sectional layout included.
© The proposed injectant for the initial event is sodium persulfate (without ferrous sulfate or citric acid). The
target injection concentration is approximately 50 g/L,and a total of 10,000 pounds of sodium persulfate will be
mixed into approximately 20,000 gallons of water from an on-site source during the injection (approximately
2,400 gallons/well).
• A bench-scale study was conducted to evaluate the total oxidant demand (TOD) within the target treatment
area. The TOD measurement provides an estimate of the required oxidant necessary to overcome the natural
oxidant demand (NOD) associated with native materials at the site as well as the existing hydrocarbon impacts
present in the subsurface.The results of this test are included as Attachment 4. Based onthe results observed,
the estimated oxidant demand within the subsurface is approximately 15—18 g/kg. Based on the vertical
interval of treatment (10 feet),8 total injection wells, a mobile porosity of approximately 10%, and an estimate
soil density of approximately 120 pounds per cubic foot,the total oxidant demand within the target area is
approximately 5,000 pounds. The proposed volume of persulfate was therefore determined by this demand and
a safety factor of 100%.
Please let me know if you have any questions regarding the above information, and I can provide additional details as
warranted. Thanks for your help.
Matt
Please note the new change of address.
Matthew Schnobrich I Project Engineer I matthew.schnobrich(earcadis-us.com •
ARCADIS U.S., Inc. 1500 North Gulph Road,Suite 401 I King of Prussia,PA 19406
T. 610.337.7601 I M.651.226.4666 I F. 610.337.7609
www.arcadis-us.com
ARCADIS, imagine the result
2

ARCAD1S
ARCADIS U S.Inc.
Infrastructure, environment, buildings 2464 Fortune Drive
Suite 170
Lexington
Kentucky 40509
Michael Rogers, P.G. Tel [phone]
Environmental Specialist Fax [phone]
NC Div of Water Quality -Aquifer Protection Section www.areadis-us.com
1636 Mail Service Center
Raleigh, NC 27699-1636
T. 919.715.6166
F: 919.715.0588 ENVIRONMENTAL
Subject.
Supplemental Information for UIC Permit Application for UPS Rocky Mount Center Date:
June 30, 2010
Dear Mr. Rogers:
Contact.
Per our telephone conversation on July 18, 2010 and your letter dated June 14, 2010 Matthew Schnobrich
regarding the proposed in situ chemical oxidation (lSCO) injection approach for the
United Parcel Service (UPS) Rocky Mount Center, the following information has Phone.
been included to supplement the Underground Injection Control (UIC) permit 610.337 7601 x20
submitted on January 14, 2010.
Ema�i
Matthew.schnobrichParcK
As included in the letter dated June 14, 2010, the following information was s-us.com
requested for this application:
Dur ref:
• Based on the falling head test conducted at the site, the hydraulic B0038307
conductivity (K) for the target injection interval was determined from the K
value observed at well MW-4 (Attachment 1). Based on the K value
calculated for this well, a groundwater gradient of 0.001 ft/ft observed
between wells MW-13 and MW-16, and a conservative effective porosity of
10%, the anticipated bulk groundwater velocity is approximately 3.7 ft/year.
2 • The well construction logs are included in Attachment 2.
• Wells IW-1, IW-3, IW-7, MW-4, MW-7, MW-8, MW-10, MW-PT and RW-C
are being sampled this week for BTEX, MTBE. IPE, metals analyses via EPA
3030C, and field parameters (including temperature), as requested.
Dissolved carbon dioxide will be collected from this suite of wells as part of
the quarterly monitoring program conducted post-injection. Concentrations
of dissolved CO2 from the listed wells will be useful in quantifying differences
within the active treatment area and outside of the proposed injection area
(i.e. background). The replacement page for Section 7 of the UIC permit
application has also been included.
• Attachment 3 presents the site layout with the cross-sectional layout
included.
• • The proposed injectant for the initial event is sodium persulfate (without
ferrous sulfate or citric acid). The target injection concentration is
CE / !DWQ
Aquifer protection Section
Imagine the result RE JULIVED0 1241UDENR
Use or disclosure of information contained on this sheet is subject to the restriction and disclaimer located on
the signature page of this document.

ARCADIS Michael Rogers
June 30, 2010
approximately 50 gIL, and a total of 10,000 pounds of sodium persulfate will
be mixed into approximately 20,000 gallons of water from an on-site source
during the injection (approximately 2.400 gallons/well).
• A bench-scale study was conducted to evaluate the total oxidant demand
(TOD) within the target treatment area. The TOD measurement provides an
estimate of the required oxidant necessary to overcome the natural oxidant
demand (NOD) associated with native materials at the site as well as the
existing hydrocarbon impacts present in the subsurface. The results of this
test are included as Attachment 4. Based on the results observed, the
estimated oxidant demand within the subsurface is approximately 15 — 18
g/kg. Based on the vertical interval of treatment (10 feet), 8 total injection
wells, a mobile porosity of approximately 10%, and an estimate soil density
of approximately 120 pounds per cubic foot, the total oxidant demand within
the target area is approximately 5,000 pounds. The proposed volume of
persulfate was therefore determined by this demand and a safety factor of
100%.
Please contact me if you have any questions regarding this adjustment, or need
further information regarding our proposed remedial approach.
Sincerely,
Matthew Schnobrich
Project Engineer
ARCADIS
Copies:
Hugh Devery, ARCADIS
RECEIVED/DENR/DwQ
i4quifer Protection Section
JUL 012Ui
Use or disclosure of information contained on this sheet is subject to the restriction and disclaimer located on
the signature page of this document. Page:
2/4
C OON1a,Rs aci SetmgsMvhmiMi1(askMpIARC CIS 170 MMILIPSIAadry 1.1ouMl0,0010rm0101 UIC Pent Inkrrnabm 063010 0x

f
Attachment 1
100.
r
10.
a
o k` r
1. = \DODD'
OOOOOOO O O
0.1 III1II 1 1 I 1 I I I III 1 h
0. 4. 8. 12. 16. 20. •
Time(min) •
WELL TEST ANALYSIS
•
Data Set: C:\Documents and SettingsljshaferlDesktop\MW-4.agt .
Date: 06/22/10 - Time: 09:35:59
PROJECT INFORMATION
Company: Arcadis
Client: UPS •
Project: B0038382.0001
Location: Rocky Mount, NC
•
Test Well: MW-4
Test Date: 4/17/2010
AQUIFER DATA
Saturated Thickness: 80.2 ft Anisotropy Ratio(Kz/Kr): 0.1
•
WELL DATA(MW-4)
•
Initial Displacement: 19.8 ft Static Water Column Height: 79.7 ft
Total Well Penetration Depth: 30. ft Screen Length: 10. ft
•
Casing Radius: 0.08333 ft Well Radius: 0.2604 ft
Gravel Pack Porosity: 0.
SOLUTION
•
Aquifer Model: Unconfined Solution Method: Bouwer-Rice .
•
K =0.9731 ft/day y0 = 17.51 ft

Attachment 2
Date Start/Finish: 10/12/2009-10112/2009 Northing:NS Well/Boring ID: 1W-1
Drilling Company: Geologic Exploration Inc. Easting:NS
Driller's Name: Cari,Randy and Daryl Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stem Auger
Auger Size: 4 25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS Rocky Mount.NC.
Sampling Method: NA
Descriptions By: Bob White
E
a
z a) n
E
as
o E Well/Boring
o o w 2 u Stratigraphic Description Construction
I S a _
y V io U 'sz
' cn o
w i_ E °>
o p V o
p re cn CC m z a < D ?�
--� SILTY CLAY.sotl,reddish,brown 1111Ps•-•-•"-
Poets
with
- Well Cap
1 0-2 NA NA NA 0.0 CL
CLAY,yery sbR.reddish grey.no odof.molst
2 2-6 NA NA NA 0 0 CL
f Grout Pohland
'-_� s type I!
SANDY CLAY,loone.reddish brown
- 3 5-10 NA NA NA 0.0 CL
2"Schedule 40
_ CLAY,very slif,white with red and orange veins PVC Riser
_ Bentonite pellets
C—�
4 10-15 NA NA NA 0.0 CL
1;—
SANDY CLAY,sti8,reddish brown
5 15-18 NA NA NA 0.0 CL
Coarse SANDloose,purple,white to yellow — •.•
.•
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
ARCAD1S
Infrastructure, environment, buildings
Project Number:B0038307.00i]Amplate:26'bgs Page 1 of 2
Data File:well HSA 2007 analytical USCS.dat Date: 6/25/2010 Created/Edited by: COP

Client: UPS Well/Boring ID: IW-1
Borehole Depth: 26`bgs
Site Location:
1108 Instrument Drive
Rocky Mount,NC.
co 2
z c t � co (f) Well/Boring
z _ o' 3 m v U Stratigraphic Description Construction
a > E E # 3 _ O g
o ' g
p w u`5 Go CC m z CL. < C7
6 t 8 2B NA NA NA a 0 SP • Coarse SAND.loose.purple.white to yellow
Type 03 Silica
— .. — sand
— SANDYCLAY,ioose,purple
= •i
7 20-23 NA NA NA 0.0 CL
SILTY CLAY loose.purple
8 23-26 NA NA NA 0 0 CI_
—25 -25- i • • ' ; _ 2•Diameter
stainless steel
screen slots
. . . (Q.010 Slob)
—30. -3n-
-35
Remarks: ags=above ground surface:bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level. NS=Not surveyed
ARCAD1S
infrastructure, environment, buildings
Project Number:B0038307,000timplate:26'bgs Wage 2 o 2
Data File:well HSA 2007 analytical USCS.dat Date:6/25/2010 Created/Edited by: CQP

Date Start/Finish: 11/3/2009-11/3/2009 Northing:NS Well/Boring ID: IW-2
Drilling Company: Geologic Exploration Inc. Easting:NS
Dritler's Name: Cad,Randy and Dary Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stem Auger
Auger Size: 8-25"OD Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS
Rocky Mount,NC.
Sampling Method: NA
Descriptions By: Matt Sedor
`m o.
E
Q. a c
a 8 a
Z > el) CO rn o Well/Boring
z IY _c - . y . 'm $ Stratigraphic Description Construction
a Q
�, o 0 m 0 COs
Lu w o) u) 0C m Z a ¢ j o
`
1 6 t 0.5 NA NA NA NA -�, Concrete Slab y / Well pad with
ptllts
2 7.5-1 C NA NA NA 0 0 CL.:4-- SILTY CLAY low Co medium Rlasnaly.red no odor,moist Well Cap
_
__-- / f IYP�ttlparBBRtl
iJ �f
2"Schedule 40
3 401 t NA NA NA 00 CL, SILTY CLAY becomes reddsh brown and siltier,slipht otlor,mdst PVC Riser
4 11-15 NA NA NA DO '"" Brown SILTY CLAY low CO medium plasticity,5light odor,moist 'f�/�/,CL'�'' i.L� J
3s
is 30/85 Saks sand
T Tr. SILTY SANp,very Rne sandwell soned.uncohesive.Lght brown odor
5 15-19 NA NA NA 2.7 SM-/---7' present,moasllowet
TT �t,,.,a
T T
H
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
0 ARCAD1S
infrastructure, environment, buildings
Project Number:B0038307.000Amplate:26'bgs Page. 1 a 2
Data File:well I-ISA 2007 analytical USCS.dat Date:6/22/2010 Created/Edited by:COP

Client: UPS Well/Boring ID: IW-2
Borehole Depth: 26'bgs
Site Location:
1108 Instrument Drive
Rocky Mount,NC.
na)
-2. a. m 8 E
a
c w ro
Well/Boring
F _ o' j 9- Stratigraphic Description Construction
Q d n V :
3 U o
o d
w (O u) n Z a Q D LD
S 14-24' NA NA NA D 0 CL T.�. SILTY SAND,very fine sand,we I sorted,uncohes ss Icyht brown,odor
-F-T present moist to wet _
T Y
•
-r Y 20730 Sdica sand
-r r
T-r
.r
T
Tr
T-.
-r
T r
-r
T-r
-r-T
Y
T T
T T -
- — •
2"Diameter
-- SILTY SILTY CLAV,Iow plasticity,dark reddish brown,strong odor.wet stainless steel
7 25-2e NA NA NA 500 screen soots
CL (0.0t0 slots)
•
—30 -3 _
•
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
ARCAD1S
infrastructure, environment buildings
•
Project Number B0038307.000Amplate:26'bgs Page:2 of 2
Data File:well HSA 2007 analytical USCS.dat Date: 6/2 212 0 1 0 Created/Edited by:COP

Date Start/Finish: 11/412009-11/4/2009 Northing:NS Well/Boring ID: IW-3
Drilling Company: Geologic Exploration Inc. Easting:NS
Driller's Name: Carl,Randy and Dary Casing Elevation: NS Client; UPS
Drilling Method: Hollow Stem Auger
Auger Size: 4.25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS Rocky Mount,NC.
Sampling Method: NA
Descriptions By: Matt Sector
i -E.1
In Q.
E m
c
E
z Z >. a3 m = Well/Boring
0 c m u Stratigraphic Description Construction
a Cocit,
a- w E E u > 0 @ 0 6'
❑ m
o w rn cn ct m z a ¢ D 0
fit' Concrete slab IL Well pad with
1 0.5.5 NA NA NA NA di", f i bolts
2 0.5-5 NA NA NA 0 0 CL;�: SILTY CLAVJow to medium plastiaty,retl,no otlor.motst /��/ Well Cap
7.722.
y a.'•32.
3 5-10 NA NA NA 0 0 -2:t. SILTY SAND CLAY,low piastiviy.reddish br0wn.no odor.moist
..ay / d nand
ØØltPeIl
J /
�•2.i /J /f r Schedule 40
4 10-15 NA NA NA 1 2 CL SILTY SAND CLAY,low plast c ty,reddish brown.slight odor.mo,st !/ ///, PVC Riser
aS
_i
.•!: 30 65 Saco send
:=r
;z;
5 15-17 NA NA NA 500 SM T SILTY SAND,very fine sand,well sorted,uncohesrve,hght brown,strong odor
T-it present,moist 10 wet
T T
7 17-19 NA NA NA 1000 CL . SILTY CLAY.Iow to medium plasticity,dark reddish brown,strong odor wet
_
Remarks: ags=above ground surface:bgs=below ground surface;NA=Not
Applicable/Available;AMSL a Above Mean Sea Level_ NSallot surveyed
0 ARCAD1S
Infrastructure, environment, buildings
Project Number:B0038307-00U4mplate:26'bgs Page: f of 2
Data File.well HSA 2007 analytical USCS.dat Date:6/22/2010 Created/Edited by: CQP

Client: UPS Well/Boring ID: IW-3
Borehole Depth: 26'bgs
Site Location:
1108 Instrument Drive
Rocky Mount,NC.
IE
n
E • n m
3
a j
E
z T U E
z c S c 1 a v; . U Well/Boring
O c E^ 3 ? ;m 73 o 0 Stratigraphic Description Construction
gWwE vp ow E s , I '2
W to u) C m z a. ¢ D 0
8 19-26 NA NA NA 1000 CI. SILTY CLAY,low to medium piashcity,dark reddish brown.strongodor,wet
—20 -20- =s
• .:
20l30 Silica sand
az=
y
—_-• - - -ja 2"Diameter
stainless steel
_ screen slots
. ;,�,• • • • (0.010 siois)
- -i0-
-35 -35-
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
0 ARCADIS
Infrastructure, environment, buildings
Project Number:B0038307.000Amplate:26'bgs Page 2 of
Data File:well RSA 2007 analytical USCS.dat Date: 6/22/2010 Created/Edited by:CQP

Date Start/Finish: 11/3/2009-11/3/2009 Northing:NS Well/Boring ID: IW-4
Drilling Company: Geologic Exploration Inc. Easting:NS
Driller's Name: Carl,Randy and Dary Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stem Auger
Auger Size: 4.25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS Rocky Mount.NC.
Sampling Method: NA
Descriptions By: Matt Sedor
45 a
m
c
= '� E- m a
S mo
Well/Boring
Z w ay al nUo_ CCe y U $ 4.) Stratigraphic Description Construction
1- U SA V
› a n o c S , to o$'
a- LuEE g o q V
Q w rA to tr E5 Z a ¢ Q 0
ell
I 0-0.3 NA NA NA 0 G Asphalt bolts
pad with
2 1.3-1C NA NA NA 00
f.L . SILTY CLAY,Idw to medium plesLoty,reddish brown.slight odor,molst /// Well Cap
J / pailand
10 -I0 ".rt 2"Schedule 40
3 10-11 NA NA NA 00 CL -. SAND CLAY,brownJdwtn medium plashcity,slight otlor,maist PVC Riser
4 1 t-t T NA NA NA 150 SM T- SILTY SAND.very fine grained well sorted,in40hesive,I ght brown to //
-t--T' Orown.odor.moot GJ/..G//..
T
'- T
err'Y .w 3085 Silica sand
TT
. _ ,r T
TT T ........
.-15 -15- I- -:-
_ Y _
TT
• 5 17-19 NA NA NA 150 CL SILTY CLAY.Iow to merhum plasticity.dark to reddish brown.strong odar,moist
,_th' to wet
;3:
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
0 ARCADIS
infrastructure, environment, buildin;
Project Number 80038307.006Amplate:26'bgs Page f of 2
Data File:well HSA 2007 analytical USCS.dat Date:6/22/2010 Created/Edited by: COP

Client: UPS Well/Boring ID: IW-4
Borehole Depth: 26'bgs
Sita Location:
1108 Instrument Drive
Rocky Mount,NC.
:rg a.
n a
E
z a t aN Well/Boring
c � V Stratigraphic Description Construction
7 a n o CJ .T51 i, [O
Q uJ E E u o m 0 -3
p w rn to CC m Z 4 < 7 C7
5 19-2611 NA NA NA 150 CL 511,1-Y CLAY,io+r to medium plasliclty.dark to reddish brown,strong odor,moist
20r30 Sthca sand
33,
. 2 diem star
stainless steel
screen slots
. . .• . . . (0 010 slots)
—30 -30
— 5
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
ARCAD1S
Infrastructure, environment, buildings
Project Number:B0038307.0011Amplate:26'bgs Page 2 of 2
Data File well HSA 2007 analytical USCS.dat Date:6/22/2010 Created/Edited by: COP

Date Start/Finish: 11/3/2009-11/312009 Northing:NS Welt/Boring ID: IW-5
Drilling Company: Geologic Exploration Inc Easting:NS
Drillers Name: Carl.Randy and Dary Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stern Auger
Auger Size: 4.25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS Rocky Mount.NC,
Sampling Method: NA •
Descriptions By: Matt Sedor
l _
a
p' a,
z' a E . WellBoring
w
0 c Z. o ? o 0 Stratigraphic Description Construction
m d d a)co U ch
I Q
a s U j = a, to o
a. W E E cg
o 4 c U o
cp
CI W U) U) Ce m z a_ < co O
1 0-0.3 NA NA NA NA S.Asphalt Well pad with
bolts
2 ).3-1i NA NA NA 0.0 CL-1R --� �j� Well SILTY CLAY low to medium plasouty.raddish brown,ssgrn odor moist '// Weli Cap
- I'M7t GGd
fi
/ typoG IIpOl
yr.
d'
—. - _ _ / 2"Schedule 40
PVC Riser
3 12-15 NA NA NA 00 CL'-'-'.'. SILTY CLAY.brown,low to medium piaslicity.slight odor MOSS
Type 00 Silica
____ sand
4 15-19 NA NA NA 220 SM 7-T SILTY SAND,very fine grained,well sorted,incoheaive,light brown,odor.moist to
T T wet
T
T T
T T
T y
T T
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level. NS=Not surveyed
0 ARCADIS
f)frastructure, environment, buildings
Project Number:B0038307.000emplate:26'bgs Page: 1 of 2
Data File.well HSA 2007 analytical USCS.dat Date: 6/22/2010 Created/Edited by: COP

client: UPS WelUBoring ID: IW-5
Borehole Depth: 26'bgs
Site Location:
1108 Instrument Drive
Rocky Mount,NC.
E
a
a y
z � $ a E
co
E
ZO c I a to a U Well/Boring
o U Stratigraphic Description Construction
m m m
a w E E u > V
0 0c
O w rn c°n m z a < �
5 19-26 NA NA NA 87 eL zL SILTY CLAY.Iow to medium plasticity.dark to reddish brown,odor present wet ••
�-'- -r- Type 03 Sdica
sand
TS:
2_r
_
. - •._,..'ram 2"D+ameter
stainless steel
screen slots
;•"� (0 010 slots)
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Nat surveyed
ARCAD1S
Infrastructure, environment, buildings
Project Number:B0038307.000Amplate:26'bgs Page 2 of
Data Fife.well HSA 2007 analytical USCS.dat Date: 6/22/2010 Created/Edited by: COP

Date StarNFInish: 11/2/2009-11/2/2009 Northing:NS Well/Boring ID: IW-6
Drilling Company: Geologic Exploration Inc. Easting:NS
Driller's Name: Carl,Randy and Dary Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stem Auger
Auger Size: 4.25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: N5
Rocky Mount,NC.
Sampling Method: NA
Descriptions By: Matt Sedor
d E
n
Z m E = Well/Boring„3O - (1) o Stratigraphic Description Construction
a u
Q• m m U m U it
0.
CI_ w E E 3 9 7,2 U o
o ❑ a
1 w ro a m z 'a a D c7
1 0-0 3 NA NA NA•NA Asphalt Weil pad with
2 0 3-3 NA J NA NA 0 0 SM /I bolts
SAND fill:gray fine to medium well sorted,uncohesive,dry ///! /, f/f Well Cap
3 3-8 NA NA NA 0.0 CL: red SILTY CLAY.low plasticity:no odor.maisl
Grout portland
type II
4 8-10 NA NA NA 0.0 CL CLAY.some siit.medwm plasticity,no odor,moiet J
5 10-15 NA NA NA 0 6 CL SILTY CLAY,iow plasticity.light reddish brown.slight odor.moist PVC Riser
Uzi
-- — Typo 00 Silica
sand
'z:
1 5 6 15-151 NA NA NA 400 SM 4 SILTY SANO,very fine graided,light brownish gray,uncohesive,wetl sorted,very !.
T-r strong odor
-r
T
Remarks: ags=above ground surface:bgs=below ground surface NA=Not
Applicable/Available;AMSL=Above Mean Sea Level. NS=Not surveyed
ARCAD1S
Infrastructure, environment, buildings
Project Number:B0038307.00Demplate:26'bgs Page- 1 of 2
Data File,well I-ISA 2007 analytical USCS.dat Date:6/23/2010 Created/Edited by: COP

Client: UPS Well/Boring ID: 1W-6
Borehole Depth: 26'bgs
Site Location:
1108 Instrument Drive
Rocky Mount,NC.
a
z t c uai 0 w o Weil/Boring
= Q 0 3 U 0 Siraligraphic Description Construction
a w E E 8 3 > = m
0 0
p w to (ns n tY COZ 0_ ¢ 0
-
7 19-23 NA NA NA 400 SM T T SILTY SAND,very fine grained,Gght brownish gray,uncoheaive,well sorted.very
(T-; strong odor
T T ••�-• Type 03 Silica
T SBrld
T
8 23-26 NA NA NA 50C CH—- SANDY CLAY,high plasticity,red.very, strong odor
—-- - — 2"(Diameter
stainless steel
— screen slots
• (0-010!lots)
Remarks: ags=above ground surface;bgs=below ground surface; NA=Not
Applicable/Available;AMSL=Above Mean Sea Level.NS=Not surveyed
ARCAD1S
infrastructure, environment, buildings
Project Number:60038307.00D&mplate:26'bgs Page 2 of 2
Data File well HSA 2007 analytical USCS.dat Date: 6/23/2010 Created/Edited by: COP

Date Start/Finish: 11/4/2009-11/412009 Northing:NS Well/Boring ID: IIW-7
Drilling Company: Geologic Exploration Inc. Easting:NS
Driller's Name: Cart Randy and Daryl Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stem Auger
Auger Size: 4_25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS Rocky Mount,NC.
Sampling Method: NA
Descriptions By: Matt Sector
co a
0 E
z Well/Boring
0 ce S -0 o Stratigraphic Description Construction
< g
Q. E 0 z
LL, cr, c
CI Ili 40 GO Z 0 <
1 0.0.5,NA NA NA NA Concrete Weil pad with
2 3 5-1C NA NA NA o.o CL SILTY CLAY,low to medium plasticity.red no odor,mdist
• Wbalet151 Cap
..„
•-•
- Grout pattered
type II
— : 7 Schedule 40
3 /0-14 NA NA NA 0.0 CL SILTY CLAY reddish brownailberho octor.rnoist PVC Riser
•-..-
Type 00 Silica
-tett ••••••••
•
4 14-19 NA NA NA 20 qm-r_ SILTY SAND.very fire grained sand well sorted out,uncohesiveJight
brownslight oclar.moist to wet
r
'.'.••
-r
-r
-r 7 ••▪••••
-r
r ▪ .▪•.▪-.▪•
-r ••••▪•.*..
7-r
•.•.*. •.•.•.
.•.•.•
, . .
, •▪.•▪-•▪..
.▪. .
-r ••••••—•••••
. . _
Remarks: ags=above ground surface:bgs=below ground surface;NA=Not
Applicable/Available,AMSL=Above Mean Sea Level.NS=Not surveyed
ARCADIS
Infrastructure, environment, building',
Project Number:B0038307.0004mplate'26'bgs Page: 1 oi 2
Data File:well HSA 2007 analytical USCS.dat Date. 6/22/2010 Created/Edited by: CQP

Clint: UPS WelUBoring ID: 1W-7
Site Location: Borehole Depth: 26'bgs
1108 Instrument Drive
Rocky Mount.NC.
n
z a, m E
Q "I e.
C N co WelUBonng
13
IY _ o m 15U Stratigraphic Description Construction
E E o , a
w rn o cr coz a Q D c9
5 19-23 NA NA NA 200 sr CLAYEY SANO,cohesive,rine to medium grained,red6ish brawn,odor
present,wet
—20 -20- — ,• ,
• • Type.03 SiIICa
sand
6 23-26 NA NA NA 200 CL ,_�- SILTY CLAY,medium plastidty.daAc reddish brown.odor present.wet
2220
2"Diameter
stainless steel
screen slots
. . _ (0.019 slots)
—
Remarks: ags=above ground surface:bgs=below ground surface;NA=Not
Applicable/Available:AMSL=Above Mean Sea Level. NS=Not surveyed
ARCAD1S
nfrastructure, environment, buildings
Project Number-B0038307 00©Amplate:26'bgs Page 2 of 2
Data File:well HSA 2007 analytical USCS dat Date:6/22/2010 Created/Edited by:CQP

Date Start/Finish: 11/3/2009-11/3/2009 Northing:NS Well/Boring ID: IW-8
Drilling Company: Geologic Exploration Inc. Easting:NS
Driller's Name: Cati,Randy and Daryl Casing Elevation: NS Client: UPS
Drilling Method: Hollow Stern Auger
Auger Size: 4.25"ID Borehole Depth: 26'bgs Location: 1108 Instrument Drive
Rig Type: D-120 Surface Elevation: NS Rocky Mount,NC-
Sampling Method: NA
Descriptions By: Matt Sector
Q
E Qc
a)Z . 0, 2 E Well/Boring
Z c V. a it m 0
O a c z o cp m o o Stratigraphic Description Construction
u U
2 ¢ a 4 ? CJ > 22 s. o
0. w E E # ' p m U o
0 L j U) w CL m Z 0 QQ p Cal
,
1 0-0 5 NA NA NA 'a._Concrete slap Well pad W
bolts
- 2 0.5-7 NA NA NA 0.0 CL -?- SILTY CLAY,low to medium planhaty.red,no odor,most ��� WO
Well Cap
eele
4 /lf
/, • Grout p0rt19nd
-_ - ,/ type I I
3 7-10 NA NA NA 00 CL'S. SILTY CLAY reddish bnown.and siltierslight odor mast
2" ch Schedule 40
4 10-15 NA NA NA 00 — SILTY CLAY,brown.low to medium plasliuly,slightodvr,morst PVC Riser
---- :•:ti: Type 00 Silica
sand
-_'s l}
5 15-19 NA NA NA 80 Stet T.7 SILTY SAND,very fide grained Sandwell sorted out.uncohesive.light brown
T T brown,odor present moist to wet
- U
T T
Remarks: ags=above ground surface;bgs=below ground surface;NA=Not
Applicable/Available,AMSL=Above Mean Sea Level.NS=Not surveyed
0 ARCADES
Infrastructure, environment, bwidings
-
Project Number:B0038307 000Amplate:26'bgs Page. 1 of 2
Data File well HSA 2007 analytical USCS.dat Date: 6/23/2010 Created/Edited by:CQP

Client: UPS well/Boring ID: IW-8
Borehole Depth: 26'bgs
Site Location:
1108 Instrument Drive
Rocky Mount,NC_
a
T QI E
z c N a WeiUBonng
— _ z o v Stratigraphic Descnption Construction
I- > n a o 37 2 i• to S'
O
O w to cn X m z a ¢ t�7
^ ,6 19-24 NA NA •NA BO SMT T SILTY SAND.very fine grained sand.well sorted Out.uncoheteve,light brown
T brown.odor preeent,mmiet to wet
y T • ••
T
T T Type 03 Siiici
T, sand
T T
TT
T
TT
.is
7 24-26 NA NA NA 500 CL'"�-.' SILTY CLAY, plastrcrty,dark reddish brown,strong odor,wet
••w 7'Diameter
stainless steel
screen slots
;=;, . . . . . .l.010 tlotO_
Remarks: ags=above ground surface:bgs=below ground surface;NA=Not
Applicable/Available:AMSL=Above Mean Sea Level. NS=Not surveyed
ARAD1S
infrastructure, environment, building,
Project Number:B0038307.000Amplate:26'bgs Page_ 2 o 2
Data File:well FISA 2007 analytical USCS.dat Date:6/23/2010 Created/Edited by: COP

Attachment 3
IFGENQ
NIE-►r•1 1 8J0 MW-dya SHALLOW MONITORING WELL
0.14 22 PP'6 2L 6 3 2 aT 5 07 Ad 11 P5 1a 2 � z co s Isa/ / TAW-7Q0 DEEP MONITORING WELL
E lao� s w '1 N ip •� 1 iYi �Z• RW-CO RECOVERY WELL
, i...
y <A 1,1. kwire L,i/ � GATE a(2p1o6 6l23fIN ]/12/01 5122/06 IIrI/OS 10/23 919103 5115101. VW_2 e. MONITORING WELL PROPOSED
'5 d0 <1.0 <1.0 a.0 91.0 c50<Ia 9.0 <I0 FOR ISCO R1,EC TION
I.
1.1 e50 ;ill .4 an., ..I+ it "T <50 'edi) ?a 0 a o <TO e10 41.0 i 0 0 <1.0 V DESTROYED MONITORING WELL
t E <So 0'0 _Iao <to <+o <w ao a.0 a0 TC DURING PAVING OF PARKING L07
X6-I Nt11 '3 '<10 <y0 '<10 <10 <10 <2.0<0-0"<10 o O ---Y_`-__
law-a• DATE I+/09 02TE IA. u <So n0 nP no <m c+0 ao ao <6o HP-fie DEEP HYDROPUNCH
`DATE a/30/09 6/25/013 3/12/07 5/23/06 11 10/25/04 9/2(0] 7/15/O5 e e I e5�0 cla d0 dO <lo HO Ro <+a eB.O
+I `0 us TRW woo fie eats #emit...__ Y I 1N _ (,1♦ - ° °I �MN • 6] <50 7/n 'n r PROPERTY LINE
{�p .x'. 7 _ © , 'III 1r771 5--- SANITARY SEWER
�t7110.'1 !--- _11..e14Me /Ast E! _ t=r-T71 Ns i
N 0. a -'Ui i /LM°LEI loallsROR T,iell�Kiti .�,i1/ 1,Ye IMO OAR a/30/09 7P0/o1 5/23/06 ❑/11/p5 $0/26/Pa 9/2/04 5/15/0, 9-6-9- WATER LINE
l' <120 <2,000 �p <Io 'na +,A40 N Z� 1 I0 � "1,19 w p +* OS 1M 3-w-w-w- GAS MAIN (PUBLIC)
9] 1.6H 79 11 12 1f1E1n E6 II 1��ie
Se
4 22a I b sit I T +a 20
1 Ell
A <20 • 6o Q.o <20 20 -In,Ia.-a-In_ TELEPHONE LINE
C / u ]e ]I ao :a 20 _ 20 -[-r-. ELECTRIC LINE
ill
<Io m -+o no 9 "-
GS• •OIRA.E3 9A1/3L LOCA RON
.:,,,[[[///`/[/[/[///���_���--- A DAIS 5•AIVLE 0A1E.
I 161- _ 4�_ let
sIu � 0.1Ei1 08 ! 10luEpC
4 OAT[ 1+ �9 I-Sr•WfI•.[� 3�[ �' nA_.6 6 [SO A. TOTAL9 MITT
1E Y TOTAL MITT
y( �s;'-� i I x c 00 NNE
t ©L:- I ► 1 iII
'" +, NORTH CARWHA ZL STANDARDS
•w lIW.W O w E3'•' D•tE (m/a9 Ba ENE 1000(pg/L)
6 <I o ETHI'LDfN� pS01111:::111 _+y <5P TOTAL MEN(id ngE 5SO(999A)
Y 40 .�r '_ � , 7 �M lK do "PE 70(Y4/L))
b4 -�•a ��'- p 1� p 950
t l f: '.rA�6• / T`>� 0 ���. LEAD 15(R9/i)
50
1 X t Ai 1 ^ r [ ! II I• L z N9/L - MICROGRAMS PER LITER
E� a �`+�� I ulll-t BOLD VALUES EXCEED NORTH CAROLINA 2L STANDARDS
6 '® lir a ®®�
•l�m1f/]� • 6 H - SAMPLE WAS PREPPED OR ANALYZED BEYOND
i ©® '! �/." ti ► +r, r 6ruEw1 �--. HOLDING TIME.
i. '® �� COY'- D• MATRIX SPIKE RECOVERIES WERE NOT OBTAINED
# �� ' � jilt/
I' , y <120 BECAUSE THE EXTRACT WAS DILUTED FOR ANALYSIS
Al l�fr _./ !I Ixa
, 2 �' E - RESULT EXCEEDED ME CALIBRATION RANGE OF THE
P.
a ' 1i- INSRUMENT; SECONDARY Diu TDTION REOLNRED
E 3b.' 4 , ♦ + 0A1E II 09 • SELECT GROUNDWATER MONITORING %ELLS DEPICTING
F -+ i B -- AVAILABLE DATA FROM 700E TO 2009 TO ILLISTRATE
M CONCENTRATION TRENDS UP, TIIIIx, AND DOXN
I. � -i_ ` a -2. ---1 GRADIENT OF PLUME
c.w Doll/ I� III CROSS SECTION LOCA710N 4111/
cows .Ka SONYL DAIS 1/a9
66 6 Ili
! . DATE 11/09 T T00
t [ -
11 w-E T rift Bei 0 1O0' 2ao'
DATE 6/x5[06 7112102 6 ]/09 1l M�a es-7 IF- a 11210
E
/T lll/a5 Ia/-e3/w <1.0 s/Iafal oA>E /Op OAl(M�a](Op GATE I/o9 K eJee GRAPHIC SCALE
0 a.0 'a.0 a.o a.0 '<.0 '0.0 c1.0 1 13 a 0.7 6
I. f c1.0 a 0 c1.0 <IO <1.0 tl.0 <LD 1 130 33
T 5.3 iN-t•
I [ 0.0 <I.0 [I.0 <I.0 <T0 <I.0 <1.0 E MO E 6.+ ® DATE 4/27/09 6/25/06 5/12/07 5/22/06 A/11/05 10/25/09 9/2/03
K 92 o .2.o 92.0 '<2.a <2.o a.0 91.o x i.fM K 28 ���}}}�^^'jj� 6 ct.a a 0 <1.0 <1.0 IA coo a D KY WNW CENTER
i N ao T cl0 01a <l0 <10 00 m.a .� ONNIZEININCE1=11112=ELM '®CEM INSTRUMENT OR.,ROCKY 1.E0l/NT,NORTH CAROLINA
I ao do 9.0 <l0 ao [+o 000 1 <5o E a.o 9.7 <1.0 <1.0 33 <50 Alo INCIDENT 405019
"s L 91 N s SI 0.0 se /4 11 l .6 x a0 24 <2.0 <2.0 63 110 <2.0
1' u 00 00 a0 a0 CIO 100 00
1 00 00 00 <lo 00 <00 a0 PROPOSED WELL LAYOUT FOR ISCO
l 27 00N <c0 MO <5.0 0.0 0.o INJECTION NETWORK
SO
Ina AR A6
[ taM map•..quad Irom map MawA•6 Er D
C i LAM ENEFtER•K.NALEIG+.NORTH EA0uNA ARCAD1S
NNE 9/95.Nat•om I--60

Attachment 4
•
Table 1:Soli Oxidant Demand(SOD)Analysis,UPS Rocky Mount
Initial Setup: 1 012 712 0 0 9
Persulfate Dosage 15g1L 3.001 g
Soil Dosage 40 g
Groundwater Dosage 200 ml
•
Total Sample Volume 200 ml
-
Sample Volume for Titration 3 ml
Idiometric Tritrations
Sodium Persulfate Titration Persulfate Mass TOD
• Sodium
Sample ID Titrant Residual Concentration Residual Utilization Persulfate
Utilization
(m1) Molar I (g1L) (a) (a) (alKa soil)
Day 1 •
UPS-Clay 4.0 • 0.07 ' 12.7 2.54 0.46 14.2
UPS-Sand 4.2 0.07 13.4 2.69 0.31 9.7
UPS-Water 3.9 0.06 12.4 NA NA
.Day 3
UPS-Clay 3.6 0.06 11.5 2.30 0.70 21.6
UPS-Sand 3.9 0.07 12:5 2.50 0,51 15.7
UPS-Water 3.6 0.06 11.4 NA NA
Day 7 .
UPS-Clay 3.8 0.06 12.2 2.43 0.57 17.6
UPS-Sand 3.9 0.07 12.5 2.50 0.51 15.7
UPS-Water 3.7 0.06 11.8 NA NA
(

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 14, 2010
Matt Schnobrich
Arcadis U.S., Inc.
2464 Fortune Dr., Suite 170
• Lexington, KY 40509
Re: Additional Information Request
Injection Well Permit Application WI0500242
UPS Rocky Mount Center
Nash County
Dear Mr. Schnobrich:
While reviewing the referenced permit application our staff identified some items that need clarification and/or
additional information. Please address the following items:
• There was no hydraulic conductivity, transmissivity, groundwater flow rate (velocity), or specific
yield information in the Application. Please provide this information along with an annual
groundwater flow rate in feet.
• Please provide well construction logs for the wells to be used as injection.
• Please sample the following monitoring wells prior to injection [baseline], and 3 months, 6 months,
9 months, and 12 months after injection: IW-1, IW-3, IW-7, MW-4, MW-7, MW-8,MW-10,'MW-
PT, and RW-C. Also,please collect updated groundwater elevation data from all monitoring and
injection wells on-site prior to the initial injection. The revised monitoring plan could be inserted as
a new,replacement page in the Application (Section 7).
• Please add the following parameters to the monitoring plan: temperature, dissolved carbon dioxide,
and metals per EPA 3030C.
• The cross section line on Figure 10 was omitted. Please submit a corrected Figure 10 showing wells
used in the geologic cross-section in Figure 11.
• Due the revised injectants to be used for this event (i.e., no ferrous sulfate or citric acids are to be
used),please provide updated volumes of injectants (if any) and the calculations used to justify the
amount.
• There is a reference to a bench-scale study in Section 5 of the Application (page 5-2),but was not
included. Please provide this study.
Page 1 of 2 Pages •

Please submit your responses with any corrected text pages/figures for insertion into the previously submitted
UIC Application within 30 calendar days of receipt of this letter. If you have any questions regarding your
permit please call me at(919) 715-6166 or email me at Michael.Rogers(&,,ncdenr.gov.
Thank you for your cooperation.
Best Regards,
Michael Rogers, P.G. (NC FL)
Environmental Specialist
cc: J. Zimmerman—Raleigh Regional Office
Central Office File—WI0500242
Brenda Hafshejani—Division of Waste Management
Julie Straub —UPS Corporate Plant Engineering
•
•
Page 2 of 2 pages

RECEIVED 1 DEC 1 DWQ
AQUiFI=a?PRnrr^r1nN 4FC710N A/a
JUN 0 9 2010
NCDria
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly laves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 7, 2010
CERTIFIED MAIL # 7006 0810 0002 6049 2197
RETURN RECEIPT REQUESTED
Eddie Thomas •
Geologic Exploration, Inc.
176 Commerce Boulevard
Statesville,N.C. 28625
Re: Notice of Violation (NOV 2010-2C-0010)
NOTICE OF VIOLATION of the
NORTH CAROLINA WELL CONSTRUCTION
STANDARDS 15A NCAC 02C .0100
Injection wells located at United Parcel Service facility,
1108 Instrument Drive, Rocky Mount,NC-Nash County
Incident#201001775
Dear Mr. Thomas:
The Aquifer Protection Section (APS)of the Division of Water Quality (DWQ) is responsible for the
regulation of well construction activities within the State of North Carolina. A site inspection for an
injection well permit was conducted at the United Parcel Service facility located at the above listed
address by staff from the Raleigh Regional Office, APS on April 13, 2010. It was noted during the
inspection that wells 1W-1, IW-2, IW-3, IW-4, IW-5, IW-6, IW-7, and IW-8 have a distinct construction.
The visible attributes of the well's construction consists of a two inch PVC riser with locking well cap
and a one inch ninety degree PVC elbow with a threaded endpoint that is attached to the side of the riser
including a hand operated on/off valve. The hand operated valve did not have a locking mechanism
preventing access to the well nor did the well have a locking cap on the valve portion of the well.
This notice is being sent to you (Eddie Thomas)as the individual listed on the well tag or in the well
construction record. Diller registration number 2581 was listed as the certified well driller on the well tag.
APS staff observed the following issue concerning monitoring well construction:
The following violation(s) are known to exist:
A failure to meet general requirements for specific construction standards for a monitoring well pursuant
to 15A NCAC 02C .0108:
(k) All non-water supply wells, including temporary wells, shall be secured with a locking well
cap to ensure against unauthorized access and use
lquilcr Protection Section
I628 Mail Service Center. Raleigh,North C.rrotiita'-709-1h?8 OneLocation.3800 Starrett Dr. Raleigh.North Carolina 27509 No ehCal'o ina
phi.. 419-79!•4200 FAX.[phone] t:uctomer Service I-877-623-6748
Internet www ncwatcruualitti.org aturallty
�n f qual rippurrunity ti AIiirma1ive talon Fmplo}er

Mr. Eddie Thomas
Page 2
June 7, 2010
Corrective Actions for monitoring wells:
1. Install locking well cap to unprotected port on IW-I, IW-2, IW-3, [W-4, IW-5, IW-6, IW-7,
and IW-8
Pursuant to North Carolina General Statute 87-91(a)you are hereby notified that you (Eddie Thomas)
are in violation of the Well Construction Standards indicated in Subchapter 2C, Title
15A, of the North Carolina Administrative Code. These Standards were adopted by the Environmental
Management Commission under authority granted by the North Carolina Well Construction Act. This
notice is given in accordance with North Carolina General Statutes 87-83 et seq.
Please take the corrective action(s) for the above violation(s) as necessary to bring all wells into
compliance. Corrective actions must be taken and reported to the Raleigh Regional Office within 30
days, from the date of this notice to avoid recommendation of civil penalties for continuing violations.
Assessment of civil penalties may have already been recommended for violations described within
this Notice of Violation. Your prompt attention to the items described herein is required. Failure to
comply with the State's rules, in the manner and time specified, may result in the assessment of additional
civil penalties and/or the use of other enforcement mechanisms available to the State. Each day that a
violation continues may be considered a separate violation.
Please submit documentation explaining how you brought yourself back into compliance by July 7,
2010. Please note that all well construction and abandonment activities must be conducted by a certified
well contractor.
If you have any questions regarding this matter contact Eric Rice or Jay Zimmerman at(919)
791-4200.
Sincerely,
71-17j
S. Jay Zimmerman, L.G.
Environmental Regional Supervisor
Raleigh Regional Office
c: Matthew Sclmobrich, Arcadis2464 Fortune Drive,
Suite 170,Lexington, KY 40509
Nash County Health Department
Ted Bush
Thomas Slusser, Groundwater Protection Unit(CO)
DWM, Inactive Hazardous Sites Branch
Steve Taylor, Geologic Exploration, 176 Commerce Boulevard,
Statesville, N.C. 28625
APS tile

•
ATA
NCDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue CoIeen H. Sullins
Governor Dee Freeman
Director Secretary
June 7, 2010
CERTIFIED MAIL#7006 0810 0002 6049 2180
RETURN RECEIPT REQUESTED
Julie Staub, Corporate Plant Engineer
United Parcel Service
55 Glenlake Parkway NE
Atlanta, GA 30328
•
Reference: Notice of Violation 15A NCAC 02C.0211 (a)
NOV 2010-CV-0006
Intent to Enforce North Carolina Well Construction Standards
Type 5I Injection Well System
UPS Rocky Mount
1108 Instrument Drive
Rocky Mount, N.C.-Nash County
Incident#20100718
Dear Ms. Staub:
The Aquifer Protection Section(APS)of the Division of Water Quality(DWQ) is responsible for the
protection of the surface and groundwater resources within the State of North Carolina, and has oversight
on underground injection well construction standards.
On April 13, 2010, the APS conducted a site inspection in regards to a permit application for the
installation and operation of injection wells. In the course of the inspection it was found that the proposed
injection wells requested in the permit application had been installed. The wells in question are as follows:
IW-1, IW-2, IW-3, IW-4, IW-5, IW-6, IW-7, and IW-8. The visible attributes of the well's construction
consists of a two inch PVC riser with locking well cap and a one inch ninety degree PVC elbow with a
threaded endpoint that is attached to the side of the riser including a hand operated on/off valve.The wells
were installed on November 4, 2009.It should be noted that at the time of the inspection the one inch port
valve on wells IW-4 and IW-8 were open. Therefore the possibility exists that an illegal injection of(for
instance)surface runoff may have entered the wells though no evidence was observed that indicate an
illegal injection occurred.
In a conversation between Matt Schnobrich(Arcadis) and staff with the Raleigh Regional Office, APS on
or about April 22, 2010, it was explained that the intent of the IW wells was to be utilized as investigation
wells (monitoring wells) and would be, at a later date,converted to injection wells. However, the Division
has determined that based on the wells construction, the intent of the 1W wells was to be utilized as
injection wells from the time of inception. This conclusion is derived from the wells distinct construction
consisting of a one inch PVC "port"that is threaded on the end with a valve to open and close the port.
Iquili:r Protection Seetinn
1628 Mail Service Center.Raleigh,North Carolina 17699-1618
Location:3800 Barrett Dr..Raleigh.North Carolina 27609
Phone:[phone] ti.FAX:[phone] Customer Service: I-877-623-6748 (
Internet:wwwncwaterquality.org Nor thCja�/r]oy
ling
riltial f ogiortunify 1;.111irmalive achun Finplotcr j at��F KL�
.•

Ms. Julie Staub
Page 2
June 7, 2010
The installation of injection well/s without a permit issued by the Division is a violation of the following
regulations of the state of North Carolina:
VIOLATION 1:
Constructing a well for injection purposes without a permit as specified in rule 15A NCAC 02C .0211 (a)
"A permit shall be obtained from the Director prior to the constructing, operating, or using any well for
injection unless the well is deemed permitted in accordance with Paragraph (u) of this rule. "
REQUIRED CORRECTIVE ACTION
Submit an injection well permit application to the Aquifer Protection Section, Groundwater Protection
Unit.
• This action has been completed. A permit application was received in the Raleigh
Regional Office on March 18, 2010.
Please respond to this Notice in writing within fifteen (15) days of your receipt of this letter indicating
receipt of the NOV and why the preceding listed violation occurred including the steps you will use in the
future to prevent a reoccurrence of the above violation. If you feel that there were events or
circumstances beyond your control that caused this violation, you should include any such justification
along with your response. Failure to comply with State rules may result in the assessment of penalties
and/or the use of other enforcement mechanisms available to the State. Each day of a continuing violation
may be considered a separate violation subject to a $1,000.00 per day penalty.
If you have any questions pertaining to this matter, please do not hesitate to contact myself or Eric Rice at
(9 1 9) 791-4200.
Sincerely,
S. Jay Zimmerman, L.G.
Environmental Program Supervisor
•
cc: APS file
Thomas Slusser, Groundwater Protection Unit CO
Matthew Schnobrich, Arcadis, 2464 Fortune Drive,
Suite 170, Lexington, KY 40509
RECEIVED I DENR I DWQ
AOUIFFR PPnTFrTIr1N SFCTIOI4
JUN 0 9 CUI0

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins Dee Freeman
Governor Director Secretary
March 5,2010
Julie Straub
United Parcel Service
UpS Corporate Plant Engineering
55 Glenlake Pkwy NE
Atlanta. GA 30328
Subject: Acknowledgement of Application No. WI0500242
United Parcel Service-Rocky Mount
Injection In situ Groundwater Remediation Well (5I)
Nash
Dear Ms. Straub:
The Aquifer Protection Section of the Division of Water Quality(Division)acknowledges receipt of your permit application and
supporting materials on February 22,2010.This application package has been assigned the number listed above and will be reviewed
by Michael Rogers.
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 Regional Office, copied below,must provide recommendations prior to final action by the
Division. Please also note at this time,processing permit applications can take as long as 60-90 days after receipt of a complete
application.
If you have any questions,please contact Michael Rogers at 919-715-6166,or via e-mail at [e-mail]. If the
reviewer is unavailable, you may leave a message. and they will respond promptly. Also note that the Division has reorganized. To
review our new organizational chart,go to http:ilh2o.enr.state.nc.us,documents.dwq orechart.pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
°IU`jf:L, ITV
for Debra J.Watts
Supervisor
cc: Raleigh Regional Office,Aquifer Protection Section
Matt Schnobrich(Arcadis US) 2464 Fortune Dr. Ste 170.Lexington.KY 40509
Permit Application File WI0500242
AQUIFER PROTECTION SECTION".
1636 Maii Service Center.Raleigh,Nortr Carolina 27699-163t
Lo ation:2728 Capital Boulevard,Raleigh.worth Carolina 27604 ()rid
Phone:[phone] FAX 1:919-715-0588:FAX 2:919-715-6048 Customer Service:1-677-623-B748 North ort Car olina
Internet:www.ncwaterquality.orq 1 y t 1
An Equal VODorhlrnt Affirmative.ASnon Employe.
aturalfy

rr
ARCAD1S [Recipient]
[MonthDaSy,Year]
ARCADIS U.S:,Inc.
2464 Fortune Drive
Suite 170
Lexington
Kentucky 40509
Thomas Slusser, L.G. Tel [phone]
Program Manager Fax[phone]
Underground Injection Control Program www.arcadis-us.com
DWQ—Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
T: 919.715.6164 ENVIRONMENTAL
F: 919.715.0588
Subject: Date:
Proposed Revisions to UIC Permit Application for UPS Rocky Mount Center February 26, 2010
Dear Mr. Slusser: Contact:
Matthew Schnobrich
Per our telephone conversation on February 26, 2010 regarding the proposed in situ
chemical oxidation (ISCO)injection approach for the United Parcel Service(UPS) Phone:
Rocky Mount Center,ARCADIS is requesting that the proposed injectant portion of 859.253.9036
the Undeground Injection Control (UIC)permit application be revised to include only Email:
sodium persulfate.The current UIC permit under review lists additional injectants Matthew.schnobrich(a�arc2
including ferrous sulfate and citric acid, and ARCADIS has determined that these are s-us.com
no longer necessary during the first injection event. If warranted, these injectants
may be considered during future injection events, at which time proposed revisions to
Our ref
the UIC permit will be submitted for review and approval. B0038307
Please contact me if you have any questions regarding this adjustment, or need
further information regarding our proposed remedial approach.
Sincerely,
Matthew Schnobrich
Project Engineer
ARCADIS
Copies:
Hugh Devery,ARCADIS
This proposal and its contents shall not be duplicated,used,or disclosed—in whole or in part—for any
purpose other than to evaluate the proposal. This proposal is not intended to be binding or form the terms of a
contract. The scope and price of this proposal will be superseded by the contract.If this proposal is accepted
and a contract is awarded to ARCADIS as a result of—or in connection with—the submission'of this proposal,
ARCADIS and/or the client shall have the right to make appropriate revisions of its terms,including scope and
price,for purposes of the contract.Further,client shall have the right to duplicate,use,or disclose the data
contained in this proposal only to the extent provided in the resulting contract.
Q\ih marts ad SetlincislnedircbdcrUca SethrgskTertmary blend EI3nante tQAlcdc\PCJ1)t.O\1 ilsed UC Fermt F;ag.tdoc
Page:
1/1

•
Rogers, Michael
From: Rice, Eric
Sent: Friday, July 23, 2010 4:20 PM
To: Rogers, Michael
Subject: Re: follow up UPS WI0500242
Michael,
Jay is ok with current well construction as far as grout horizon. It falls within .0213 (d) (1) (ii) and (iii).The last piece of
the puzzle, if you all are ok with the submitted data, is the GW-1 for 1W-1 since it was missing from our files. I would
expect it will have the same construction as the other wells.That would seem to be all the additional information we
need for the permit.
ER
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may he disclosed to third parries
From: Rice, Eric
Sent: Friday, July 23, 2010 11:53 AM
To: Rogers, Michael
Subject: RE: UPS WI0500242
Michael,
Turns out we have copies (hard to believe by the way) of the GW-ls in our files for wells IW-2 through 1W-8...we are
missing IW-1.Take a look at those I will be faxing them in a couple minutes. Each well has three feet of bentonite from
11 to 14 feet.The issue still present is the upper grout horizon. I will ask Jay after lunch about his thoughts on that.
ER
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties
From: Rogers, Michael
Sent: Friday,July 23, 2010 10:06 AM
To: Rice, Eric
Cc: Zimmerman, Jay
Subject: UPS WI0500242
Eric-
Did you run by the injection well construction info to Jay for the above site for his comments?
Michael Rogers, P.G.(NC&FL)
Environmental Specialist
NC Div of Water Quality-Aquifer Protection Section(APS)
1636 Mail Service Center
Raleigh, NC 27699-1636
Direct Line(919)715-6166; Fax [phone](put to my attn on cover letter)
httpJlgortal.ncdenr.orglweb/wglapslgworo/permit-applications
1

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and•may be disclosed to third parties
2

•
Rogers, Michael
From: Rice, Eric
Sent: Friday, July 23, 2010 5:21 PM
To: Rogers, Michael
Subject: UPS WI0500242 Soil Oxidant demand data
Michael,
I don't understand the data they submitted for#6 question the Soil Oxidant Demand.They conducted a bench-scale
study on what?Soil material collected from the site?At what locations and depths?And the reported format does not
make a lot of sense to myself. Maybe Betty Wilcox could offer some input if this data adds up. We can discuss on
Monday. I will be out of the office starting Wednesday next week.
ER
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties
From: Rogers, Michael
Sent: Friday, July 23, 2010 10:06 AM
To: Rice, Eric
Cc: Zimmerman,Jay
Subject: UPS WI0500242
Eric-
Did you run by the injection well construction info to Jay for the above site for his comments?
Michael Rogers, P.G.(NC&FL)
Environmental Specialist
NC Div of Water Quality-Aquifer Protection Section(APS)
1636 Mail Service Center
Raleigh, NC 27699-1636
Direct Line(919)715-6166; Fax 715-058B(put to my attn on cover letter)
http:llportal.ncdenr.oro/web/wa/aoslgwprolpermit-applications
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties
ry
1 ='

07/23/2010 11:53 91978P,719 NCDJQRRO PAGE 01/98
FAX
COVER SHEET
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT
NCDFA
AND NATURAL RESOURCES
•
Raleigh Rsglenel Office
411,
p c.Aka w1.la " 1828 Veil Zemke Cantor
Raleigh, NC 27809411a11
gPages, including cover sheet
TO: m; R o r 5 /4P5 GA.( FAX: 7/
FROM: ; ./ DATE: 7/Z3frs_.
+ .n J
SUBJECT:L 7a"r 01.) ] a[ u nr
rr �
MESSAGE:
/10,1 6.-c,)-1)
cLia :re)-
6.) g c „:44
If you do not receive all pages, call 919,7.0.4200 or fax back to a l 4- 7s$- 7157
PLEASE NOT' OUR PHONE NUMBER HAS CHANGED
THE FAX NUMBER REMAINS THE SAME

•
07/23/2010 11:53 91978P7'- 9 NCDWQRRO ,- PAGE 02/08
•
Ott r1,
,i4,,11) NON ONRESIDENTIAL WELL CONSTRUCTION RECORD e3 [ 9 5 0 5
Y .. l
�' rs;i. ' North Carolina Department of Environment and Natural Resources-Division of Water Quality
WELL CONTRACTOR CERTIFICATION* 2581
1.WELL CONTRACTOR: d. TOP OF CASING IS 0,0 FT.Above Land Surface'
BRIAN THOMAS 'Top of casing terminated al/or below lend surface may require
a variance in accordance with 15A NCAC 2C.0118.
WeII Contractor(individual)Name
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm); N/A METHOD OF TEST NIA
Well Contractor Company Name f. DISINFECTION:Type NIA Amount N/A
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
From To From. To
STATESVILLE NC 28626 From To From To
City or Town Slele Zip Code
(704 872-7685 From To From To
Area code- Phone number S. CASING; p��t Thickn
tess!
2.WELL INFORMATION: From 6.0 Dept 1$.0 Fl,3h bVGHe SV Ab P��grial
SITE WELL ID A(lt applteabte) 1*2
From To Ft.
STATE WELL PERMIT#(ir applicable) From To Ft
DIWCI or OTHER PERMIT!!(if applicable) -
WELL USE(Check Applicable Box)Monitoring Ise Municlpal/Public Q 7. GROUT: Depth Malarial Method
11.0
Industrlal/Cammercial❑ Agriculturally Recovery) Injection(: From O.D To ____..Ft, p°rttandbentonlle SLURRY
IrrigalionD Other p (fist use) • - From To Ft,
From To Ft.
DATE DRILLED 11roz/08-11r04l09
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM❑ PM 0 From 16.0 To 26.0 FI.2.0 in, .010 in. swanssreeL
3.WELL LOCATION: From To Ft. in_ in,
CITY; ROCKY MOUNT COUNTY NASH From TO Ft. In. in.
1101 INSTRUMENT DRIVE 27804 g, SAND/GRAVEL PACTS:
(Street Nails,Numbers,Community,Subdivision,Lot No.,Parcel,Zip Cede) Depth Size Material
TOPOGRAPHIC!LAND SETTING:
From 14.0 To 26.0 Ft, 20-40 PINE SILICA SAND
D Slope ❑Valley C7Flal 0 Ridge 0 Other
lcheekopprapIFatebox)
From To Ft.
LATITUDE May be in degrees, From To Fl.
--' minutes seconds or 10.DRILLING LOG
LONGITUDE _ in a decimal format From To Formation Description
Latitude/longitude source: OOPS oTopographic map 0.D 2.0 GRAVEL
(cation of wellmus!be shown on a .ISGS topo map and 2.0 11,0 RED SILTY CLAY •
alfached re this farm r7no:using GPS) 11 0 15,0 GROWN SILTY CLAY
4.FACILITY.is the nama of the bU91nese where the well Is leested. 16,0 26.0 TAN SILTY CLAY
FACILITY ID!F(If applicable)
NAME OF FACILITY UPS _ o% t VI
STREET ADDRESS 1101 INSTRUMENT DRIVE r-, omt tit
ROCKY MOUNT NC 27804 r� 'f 7 O9
w1 City or To Stale Zip Code uEL• '
CONTACT PERSON UPS •
„tcl :s1.1 R14 f7�'.
MAILING ADDRESS 1101 INSTRUMENT DRIVE -
ROCKY MOUNT _ NC 27804 11.REMARKS:
City or Town Slate _ Zip Cade BENTONITE SEAL FROM 11.0 TO 14,0 FT •
(__)--
Area code- Phone number
5.WELL DETAILS: •
I DD ST CERrFY iiigTTHIS WELL WAS CDNSTNIJCTED IN ACCORDANCE WITH
C WELL CONSTRUCTION STA OS,AND THAT A COPY OF T IS
26.0 FEET F RE E EEC5iOtttWLDEDTO L INNER.
a. TOTAL.DEPTH: � �� 11/24109
b. DOES WELL REPLACE EXISTING WELL? YES 17 NO m SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
e, WATER LEVEL BeaowTop or Casing: 18.0 FT. BRIAN THOMAS
(Use"+'if Above Top of Casing) PRINTED NAME.07FETGONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn:Int rli Lion Mgt.,
1617 Mail Service Center—Raleigh,NC 27E99-1517 Phone No.(919 733-7015 a IeS>£ it Form} > ) i , Rev 7/05
05
. i

07/23/2010 11:53 91978E71-53 NCl/Lk/CIRRI]
(--- ' PAGE 03/88
..,...rf;TL:tio. t\Z..."0
,Y } �0NRESIDENTIAL WELL CONS1"RUCTION RECORD
k . -/ North Carolina Department of Envirrmment and Natural Roaourccs-Division of Water Quality �'
WELL CONTRACTOR CEIRTIFICATIQN# 2se1
1.WELL CONTRACTOR: n_ TOP OF CASING IS 0.0 FT.Above Land Surface'
BRIAN THOMAS _ 'Top of casing terminated atlor below land surface may require
Weil Contractor(Individual)Name a variance In accordance with 15A NCAC 2C.0118.
•
GEOLOGIC EXPLORATION,INC. a. YIELD(gpm): N/A METHOD OF TEST N1A
Well Contractor Company Name f. DISINFECTION:Typo N/A Amount N/A
STREET AbDREss 176 COMMERCE BLVD g. WATER ZONES(depth);
From To From To
STATESVILLE NC 28625
City or Town Stale Zip Code From To From To
(704 ) 872-7686 From To From To
Area code- Phone number 6, CASING: Thickness/
2.WELL INFORMATION: Depth i {er h Material
SITE WELL ID#(if applicable) IW.3 Fran 0.0 To 160 FLcH `� PV
C
STATE WELL PRMIT;g(if applicable) From To Ft,
From To Ft.
DWQ or OTHER PERMIT V!(1f applicable)
WELL USE(Check Applicable Boot)Monitoring p Municipal/Public 0 7 GROUT; Depth Mdletial Method
IndustrieUCammerclalAgricultural q RecoveryInjection❑ 0,0 11.0 Portland bentonite SLURRY
a g O From To Ft.
irrigation❑ Other p (list use) From To Ft.
DATE DRILLED
1 tr0y09.1110a109 From._.To Pt�
E- SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AMID PM 15.0 26.0 2.0 zip eTAa+tFsss�t¢L
3.WELL LOCATION; FromToPl. in. in.
From To Pt in. in. _
CITY: ROCKY MOUNTMOUNT COUNTY NASH From To FL in. in,
1101 INSTRUMENT DRIVE 27804
9. SAND/GRAVEL PACK:
(Strout Name,Numbers,Community,Subdivision,Lot No„Parcel,Zip Code) Depth Sire Materiel
TOPOGRAPHIC/LAND SETTING: From 14.0 To 25.0 Ft 20 4o FINE SILICA SAND
CSICpe ❑Valley °Flat ❑Ridge 0 Other
(chock appropriate Let) From To F[._
1 M be in do Frain-- - To Ft.
LATITUDE May degrees, _
mimitcs,sccan is or 10.DRILLING LOG
LONGITUDE in a decimal format From To Formatiotl Description
Latitudc(tongitude source: ❑GPS QTopograpilic map 0.0 2.0 GRAVEL
(tocaHDn of Wee must be shown on a USGS rope map and 2.0 11.0 RED SILTY CLAY
attached to this farm If not using GP5) 11 4 16 0 9ROWN SILTY CLAY
4.FACILITY-is:haneme or the business where the web Is!bested. 16.0 26.0 TAN SILTY CLAY ..,.,r s.»e,
FACILITY ID#(lf applicable)_ ,--..,Tr""' c._is\/'11---4-'
.
NAME OF FACILITY UPS - b-
.....
STREET ADDRESS 1101 INSTRUMENT DRIVEOF C-- r 2 °9
ROCKY MOUNT NC 27804 ., n i,)R:i+
City or Town �. Slate Zip Code r_ ii00 r•t.s..w.-
UPS •
n,�rll" �.-" n
CONTACT PERSON •
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State Zip Code OENTONITE SEAL FROM 11.0 TQ 14,0 FT
(_____)-
Area code- Phone number
5-WELL DETAILS: I DO HEREBY CERTIFY THATTMS WELL WAS CONSTRUCrsD IN ACCORDANCE WITH
t WELL CONSTRUCTION SUN p8,Awp TNATA CoPvOt°THIS
a. TOTAL DEPTH: 26,0 FEET
otaa 5 BEEN PRgYIPEDTc T OVYNEti.
1 in4/09
U. DOES WELL REPLACE EXISTING WELL? YES❑ NO El gIt�NATUFE96?ItatehiJFIED WELL CONTRACTOR DATE
C. WATER LEVEL Belem Top of Casing: 18.0 FT. BRIAN THot.i is
(Use"+'if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn:Information Mgt., Forth GW_1b
1617 Mail Service Center—RLileigh,NC 27699-1817 Phone No.[phone] ext B68. Rev.7/05

07/23/2010 11:53 919788 ?F9 NCDWQRRO PAGE 04/0e
L: ,
.
:,./211 ;\ NON RESIDENTIAL WELL CONSTRUCTION CUR! 3 7 ~ Ua
'- } • . 4
_. a -- , North Caroline Department of Envimnmcnt and Natural Rcsourees-Division of Water Quality
••. WELL CONTRACTOR CERTIFICATION# 2581
1.WELL CONTRACTOR: d. TOP OF CASINO IS 0.0 FT.Above Land Surface
BRIAN THOMAS -Top of casing terminated atlar below WO Surface may require •
Well Contracts(Indiutduaq Name a variance in accordance with 15A NCAC 2C.0t18.
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm): NIA METHOD OF TEST NIA
Weil Contractor Company Name f. DISINFECTION:Type N/A Amount NIA
STREET ADDRESS 'f76 COMMERCE BLVD g. WATER ZONES(depth):
STATESVILLE NC 26625 From To Frant To
City or Town State Zip Corte — From To From To
(704 } 872-7686 From To From ... To
Area code- Phone number 6. CASING: Thickness/
2.WELL INFORMATION: • Depth D�$t�eter sErRs Material
SITE WELL ID#(ir applicable] IW-4 From 0,0 To 1s 0 Ft.2 IlltrH PVC
STATE WELL PERMIT/to./applicable) prom To Ft._.-
DWQ or OTHER PERMIT Of applicable) From To FL�„
WELL USE(Check Applicable Boer)Monitoring® Municipal/Public 0 7. GROUT: Depth Malt rial Method
Industrial/Ccmmerciat Agricultural❑ Recovery 0.0 11,0 Porgen4 berttanHe SLURRY
G A9 ry❑Injection❑ From To Ft.
, Irrigalionp Other 0 (list use)— From Tom Ft. -
•
DATE DRILLED
11/02/09-11f04r09 From To FL
8. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED AM I I PM 0 16,0 26.0 2.0 .010 ntnirl4t 5:&TFttL
9.WELL LOCATION: From To Ft. In, in,
+ ROCKY MOUNT NAS>i From To FL in, - in.
CITY: COUNTY _ From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804
9. SAND/GRAVELPACK:
(Street Name,Numbers.Community,Subdivision,Lot Na.,Paroer,Zip ode) Depth Size Materiel
TOPOGRAPHIC I LAND SETTING: From 14.0 To 264 Ft 20-40 FINE SILICA SAND
D Swope ❑Valley O Fral ❑Ridge 0 Other From To Ft.
(chock appropriate boa)
LATITUDE May be in deuces, From To Ft,
minutes,seconds or 10.DRILLING LOG
LONGITUDE i,_ r-• in a decimal fonnut From To Formation Description
Latitude/longitude source: CGi'S 0 Topographic map 0.0 2.0 GRAVED _
(tocetkrn of weir must be shown one t/SGS rano map anti 2,P 11.0 RED SILTY CLAY — •
attached to(his form if not using GPS) 11,0 16 0 BROWN SILTY CLAY
4.FACILITY-he the rwme dna zaarnesn where the well la ieealeo. 16.0 26.0 TAN SILTY CLAY
FACILITY ID#(if applicable) _
NAME OF FACILITY UPS — '.-.r y it--t^t,
STREET ADDRESS 1101 INSTRUMENT DRIVE � r —h"r •
R•
OCKY MOUNT NC 27804 ... 7 nn
City or Toms Slate Zip CodeDE C
• CONTACT PERSON UPS PrOCC aar,.,L,;,ry••r•
MAILING ADDRESS 1101 INSTRUMENT DRIVE - rrwai[ !t t^'`"
ROCKY MOUNT NC 27804 I1.REMARKS: •
City or Town State zip Code BENTONITE SEAL FROM 11.0 TO 14,0 FT
Area code- Phone number
5.WELT.DETAILS: I DO 14EREDY CERTIFY/HAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
2e,WELL coNSTRuc11QN STANDARDS,AND THAT copy oP THIS
25.0 FEET To AS BEEN PROVIDEDTOTH L OWNER,
a. TOTAL DEPTH: I
t 1/24/09
b. DOES WELL REPLACE EXISTING WELL? YES C NO® SIGNAT IFIED EL DATE
c. WATER LEVEL Below Toe of Casing: 18•0 ,FT, BRIAN TlHOMAS
(Use"+"if Above Top of Casing) PRINTED NAME OF PERS{3N CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: lntortnatlen Mgt, FormOW-tb
1617 Mail Service Center—Raleigh,NC 27699-1617 Phone No.[phone] ext 506 ,,F r� 1i .- Rev.7/05

07/23/2010 11:53 91978E-F9 NCDWQRRO _ PAGE 05/08
I.--
e�Rp
4y (�+� :7 • NON RESIDENTIAL WELL CONSTRUCTION RECORD
] -� ` - North Carolina Department of Environment ��yy
4�..t.t 4�:u`s!'�� P and Natural lt�tnurct:s-Division of Water Quality 3 7 �r
•."'�` WELL CONTRACTOR CERTIFICATION# 2581
•
T.WELL CONTRACTOR: d. TOP OF CASING 1S 0.0 FT.Above Land Surface
ORIAN THOMAS 'Top of casing terminated at/or below land surface may require
Well ContrsClor(Individual)Name a varlance In accordance with ISA NCAC 2C,0118.
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm): NIA METHOD OF TEST NIA
Well Contractor Company Name f. DISINFECTION;Type N/A Amount MA
STREET ADDRESS -176 COMMERCE BLVD g. WATER ZONES(depth):
From _To From To
STATESVILLE NC 28625
' City or Town State Zip Code From To From TO
(704 ). 872-7686 From To From To
• Area code- Phone number • 6. CASING: ii tThicknessf
2.WELL INFORMATION: From 0.0 DeTopth 16,0 Ft 2t I1VGfler -Sea% gat/
SITE WELL ID#(if applicable) 1W-5
STATE WELL PERMIT#(if applicable)_ From To Ft.
From To Ft.
D W Q or OTHER PERMIT/1(if applicable)
WELL USE(Check Applicable Box)Monitoring® MunicipaT/Public El7. GROUT: Depth Material Method
Industrial/Commercial0 Agricultural In Recovery Li Injection From 0.0 To 11.0 Ft. Fortlenanentantte SLURRY
Irrigation❑ Other 0 (list use) From To Ft.
DATE DRILLED
it/02/09-11/04109 From To Ft.
3. SCREEN Depth Diameter Slot Size Material
TIME COMPLETED AM n PM❑ 1E.02ii3O 2,0 .010 S7AINLC�S rm.
From To Ft. in, in,
3.WELL LOCATION; - ‘ FromT _. To Ft. in. in.
CITY; ,ROCKY MOUNT COUNTY NASH • From To Ft.� In. in.
1101 INSTRUMENT DRIVE 27804
(Street Name,Number-..,Community,Subdlvtsion_Let No.,Parcel.Zip Code) 9 SANDlG PACK:
Depth Size Mature/
TOPOGRAPHIC/LAND SETTING; From 14.0 To 26.0 Ff, 20-40 FINE SILICA SAND
❑Slope ❑Valley ❑Ftat ❑Ridge El Other From To FI.
(check appropriate box) • •
LATITUDE May be in dcgrces, From TO FL�
minute$,SCcondS 0r 10.DRILLING LOG
LONGITUDE ^ • - in adccimal forma( From To FOrnlatiort Description
Latitude/longitude source: ❑GPS ❑Topographic map 0.0 2.0 GRAVEL
(location of wen muse be shown on a USGS fopo map and 2-0 11.0 RED SILTY CLAY
attached to this fort»if not using GPS) 11,0 1&,0 BROWN SILTY CLAY
4.FACILITY.is the name or the biainet<a where the well lc rocalea. 16,0 26.0 TAN SILTY CIS f-.‘r..,t•. r P....•P....„F,
' FACILITY ID 4(11 applicable) t N!.�ti ft,;;)i °r
NAME OF FACILITY UPS
STREETADDFtESS 1101 INSTRUMENT DRIVE nFC - 7_ 2009
ROCKY MOUNT NC 27804 _ _ 'nformall,n PTocc4sRir it'
City or Town State Zip Code r..)VVof ;r•:,:z
CONTACT PERSON UPS '
MAILING ADDRESS 1101 INSTRUMENT DRIVE .
ROCKY MOUNT NC 27804 11.REMARKS:
City or Town State .Zip Code BENTONITE SEAL FROM 11,0 TO 14.0 FT
Area Code- Phone number
5.WELL bFTAII S; 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE wrt1l
tSA WELL 0oNSTquCTtt7N STANDAR AND THAT A COPY OF THIS
a, TOTAL DEPTH 26.0 FEET Otj17HR BiJPR4ViDE0TO7HE kR,
..-~ 11124J09
O. GOES WELL REPLACE EXISTING WELL? YES❑ NO® SIGNATURE rF D WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT. an I AtN THOMAS
(Use-+•if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn:Information Mgt., Form GW-Tb
1617 Mail Service Center-Raleigh,NC 27699.1617 Phone No.(919)733-701S ext 568. Rev.7/05
.5a .I{..;g 'ir' R .

87/23/2010 11:53 91978E "3 NCOWQRRO } PAGE 08/08
�- ', L
1�y NON RESIDENTIAL.
"~ �' �' WELL CONSTRUCTION RECORD k '
1,-'„'• .'.4�.•:.� North Carolina Department of Environment and Natural Resource-Division of Water Quality 3 7 9 5 0 2
�-r -e. WELL CONTRACTOR CERTIFICATION 11 2551
1,WELL CONTRACTOR: d, TOP OF CASING IS 0.0 FT.Above Land Surface'
BRIAN THOMAS 'Top of casing terminated at/or below land surface may require
•
Well Contractor(Individual)Name a variance in accordance with 15A NCAC 20,0118.
GEOLOGIC EXPLORATION,INC. e. YIELD(gpm}: N/A METHOD DETEST N/A
Well Contractor Company Name t DISINFECTION:Typo N/A Amount N/A
STREET ADDRESS 176 COMMERCE BLVO g, WATER 2ONES(depth):
From To From To
STATESVILLE NC 28625 From To_. From To
City or Town State Zip Code
(704 ), 872-7866 From To From To
Area code- Phone number 6• CASING: Thickness!
2.WELL INFORMATION: 0.6 Depth 6.0 2 INCH
D s8i let PV8rial
SITE WELL ID#fd opplicabto IW'6 From To Ft. IVC M
STATE WELL PERMITIY(it applicable) From T4__.. Ft.
From To Ft.
DWQ of OTHER PERMIT tr(if applicable) .
WELL USE(Check Applicable Box)Monitoring Ei MunicipallFublic 0 7. GROUT: Depth (Material Method
Ind er
LlttrialiCamnetat© Agricultural 0 Recovery❑injection❑ Fran_0.0 To 11.0 Ft Portland hardware SLURRY
Irrigation❑ Other 0 (list use) From To FL.
1 t102109-11/04/09 From • To Ft,
DATE DRILLED -
B. SCREEN: Depth Diameter Slot Size Material
TIME COMPLETED _AM O PM❑
3,WELL LOCATION: From 16,0 To 26.0 Fr.2.0 in. .010 in, srN'RE55 STEEL
ROCKY MOUNT From To Ft. In. in.
CITY; COUNTY HASH From To Ft, In. in. '
1101 INSTRUMENT DRIVE 27804 9, SAND/GRAVEL PACK:
(Street Name,Numbers.Community,Subdivision,Lot No.,Parcel.Zip Code) Depth Size Material
TOPOGRAPHIC!LAND SETTING: From 14.0 To 26.0 Ft. 20-40 FINE SILICA SAND
in Slope OValtey ❑Flat ❑RIdge p Other From To Ft
(creak 0 pprciriate box)
LATITUDE May be in degrees. From To Fl.
^' minuted,seconds or 10.DRILLING LOG
LONGITUDE — in a decimal format__ From To Formation Description
Latitude/longitude source: ❑GPS ❑Topographie map 0.0 . 2.0 GRAVEL,
(location of wep must ee shown on a USGS lope map and 2.0 11.0 RED SILTY CLAY
attached la this foam rrnot using GPS) 11.0 16 0 BROWN SILTY CLAY . _
4.FACILITY.is me rttlme or Iwsina:a where the wnlr is located. 16.0 26.0 TAN SILTY CLAY _ -
FACILITY ID#(If applicable)
NAME OF FACILITY UPS
1101 INSTRUMENT DRIVE f'i; C ,• °r 4
STREET ADDRESS y,L „r.•
ROCKY MOUNT NC 27804 1 E
City or Town State Zip Code 7 j 11
CONTACT PERSON UPS 001' ,n`u l'.
MAILING ADDRESS 1101 INSTRUMENT DRIVE _ CS'PO,.
ROCKY MOUNT NC 27804 11.REMARKS: 7 c .:J 1i`.
City or Town State 2'ip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
Area code" Phone number
S.WELL DETAILS: I OD HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
1SA NOAC 2C,WELL CONSTRUCTION sranpaRtiS,AND THAT A COPY OF THIS
26.0FEET S SEEN PROVIDE OTOTHE LOWNER.
a TOTAL DEPTH: c
r+ y� 11124109
b. DOES WELL REPLACE EXISTING WELL? YES in NO M !FIE EL A T DATE
c. WATER LEVEL Below Top of Casing: 18.0 FT. BRTAN THOMAS
(Use"+"if Above Top of Casing)
-
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days, Attn:Information Mgt., . , ,I ,•t'I. Form GW-lb
1617 Mail Service Center—Raleigh,NC 2769E-1617 Phone No.[phone] ext 568. ' • Rev.7/05

07/23/2010 11:53 91978E7159 NCDWDRRO PAGE 07/08
r
• V , —1
' srari., f�
� i.s',-� 1I
�� r 1 r.a. NONRESIDENTIAL WELL CONSTRt3CTION RECORD \�� 3 7 5 0 3
K-..„. 4;. !;p North Carolina Department of Environment and Natural Resources-Division of Water Quality
�.,y, _et.fi .. WELL CONTRACTOR CERTIFICATION# 2581
1.WELL CONTRACTOR: d. TOP OF CASING IS 0.0
FT.Above Land Surface'
BRIAN THOMAS `Top of casing terminated atlor below land surface may require
wtl!Conlracltx{Individual)Name -- a variance in accordance with 15A NCAC 2C.0119
GEOLOGIC EXPLORATION.INC. e. YIELb(gpm): N/A METHOD OF TEST_N!A
Well Contractor Company Name f. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS
176 COMMERCE BLVD 9. WATER ZONES(depth):
From To From To
STATESVILLE NC 28625 From To From To
City or Tt wn State Zip Coda
(704 ). 872-7686 From To From To
Area code- Phone number er 6. CASING: Dp�r�I e�{t Thickness/ a1�
Z.WELL INFORMATION: O;p lh 0 �INGFi 9laig.at) PvC N
SITE WELL ID�!(itepplicable) IW-7 From,To_. Ft.
From To .. . Ft.
STATE WELL PERMIT#(it applicable) From To Ft.
I]WQ or OTHER PERMIT#(If applicable)
WELL USE(Check 7. GROUT: Depth Material Method
Applicable Box)Monitoring IC Municipal/Public❑
Industrial/Commercial 0 Agricultural O Recovery ElInjection❑
From 0.0 To 11.0 Ft. Portland bentonite SLURRY
brigation0 Other 0 (Hsi use) From To Ft,
DATE DRILLED 11/02/05-11/04/09 From To Fl.
8. SCREEN: Depth Diameter Slat Size Material
TIME COMPLETED AM 0 PM p From 16.0 To 26.0 FI.2.0 in, ,010 in. ST/4 MLESS STEEL
3.WELL LOCATION: From To Ft. in. in.
CITY; ROCKY MOUNT COUNTY NASH
From To Ft. in. in.
1101 INSTRUMENT DRIVE 27804
0. SAND/GRAVEL PACK:
(Street Name,Numbers.Community,Subdivision,Lot No.,Parcel,Zip Code) Depth Size Material
TOPOGRAPHIC I LAND SETTING: From 14.0 To 26.0 FL 20-40 FINE SILICA SAND
❑Slope ❑Valley ❑Flat. 0 Ridge 0 Other From To Ft.
(check epprepricie box)
LATITUDE May be in degrees, FrQrr To.... .. Ft._ -
minutest seconds or 10,17RILLING LOG
LONGITUDE in a decimal format From TO Formation Description
latitude/longitudc source: 0GPS ETopographic map 0.0 . 2.0 GRAVEL
(location of wed must he shown on a USGS tope map end 2.0 11,0 PED SILTY CLAY
arachedto 177i5 fern dnot Lang GPS) 11 0 16(I BROWN SILTY CLAY
4.FACILITY-ix Ite name nrtha business where ma well Is located. 16,0 26.0 TAN SILTY CLAY
FACILITY ID#(1!applicable)
NAME OF FACILITY UPS _— -- �Vli. ,i....
STREET ADDRESS 1101 INSTRUMENT DRIVE —
ROCKY MOUNT NC 27604 cjEc T l- 2i(13
City or Town State Zip Code : I ;
CONTACT PERSON UPS -,a4ior-
r,r0C';
MAILING ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 _ 11.REMARKS:
City or Town State Zip Code BENTONITE SEAL FROM 11.0 TO 14.D FT
(��- . —
Area code- Phone number
5 WELL DETAILS: I DO HEREBY CER1FY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE MIN
7 C,WELL CONSTRUCTION STAND RM.AND THAT A COPY OF THIS
a. TOTAL DEPTH:
26,0 FEET EIyORD BEEN PROVICED TOT NER,
ram.
11/,24/09
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO M SIGNATU RT IED WELL CONTRACTOR DATE
C. WATER LEVEL Sefow Top of Casing: 10.0 FT. BRIAN THOMAS
(Use";'if Above Tap of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn:Information Mgt,. •
Form GW1b
1617 Mail Service Center—Raleigh,NC 27699.1017 Phone No.[phone] ext 568, r. 4 ,.„.. Rev.7105

07/23/201e 11:53 9197867.-7.,"1 NCDWQRRO PAGE aB/0e
/r,c,• - • NONRESIDENTIAL WELL CONSTRUCTION RECORD
1-,
%v;r •i__c. North Carolina Departmeirt of Eitvirentneilt and Natural Resources-Division of Water Quality 3 7 I( 4
WELL CONTRACTOR CEIt7IFICATION# 25f#1
1.WELL CONTRACTOR; d. TOP OF CASING IS 0.0 FT,Above Land Surface'
BRIAN THOMAS To of casing le urinated at/or Wow land surface may require
Wail Contractor(Inc1Mdual)Name a variance in accordance with 15A NCAC 2C.0118.
GEOLOGIC EXPLORATION.INC. o. YIELD(gpm): N/A METHOD OF TEST NIA
Well Contractor Company Name f. DISINFECTION:Type N/A Amount N/A
STREET ADDRESS 176 COMMERCE BLVD g. WATER ZONES(depth):
STATESVILLE NC 28825 From To From To
City or Tarn Stale Zip Code From To From To
(704 )_ 672.7666 From To From To
Area code. Phone number 6. CASING: Thickness/
2.WELL INFORMATION: Depth Di�nee��er VIM peal
SITE WELL ID#(Tapplicable) IW-8 From 0.0 To 16.0 Ft. 2lNCF[ S F� b C
STATE WELL PERMIT#(Ir applicable) From T0.".Ft,
DWQ or OTHER PERMIT#(if applicable) From To Ft.
WELL USE(Check Applicable Box)Monitoring 0 Municipal/Public O 7. GROUT; Dap11t Material Method
Industrial/Commercial❑ AgriculturalO Recovery Injection From To Ft,0,0 11.0 Faltandbentonite SLURRY
'
Irrigation❑ Other El (list use) From To FL
DATE DRILLED 11/02109-11/04r09 From To Ft.
8. SCREEN; Depth Diameter Slot Size Material
TIME COMPLETED _ AM❑ PM 0
3.WELL LOCATION:
,From T6.0 To 26.00 Ft.2.0 in. Ma in. EITPARESSSTEEL
CITY: ROCKY MOUNT COUNTY NASH From To Fly In. in,
From To Ff. in. in. •
1101 INSTRUMENT DRIVE 27804
(weal Name,Numbers,Community,Subdivision,LotNa.o Parcel,lip Cede) 9. SAND/GRAVEL PACK:
TOPOGRAPHIC/LAND SETTING: Depth Size M3terisl •
❑Slope ❑Valley 0 Flat ❑Ridge 0 Other
From 14,0 To 26,0 Ft. 20-40 FINE SILICA SAND
(check appropriate boat - From To Ft.`__ _
LATITUDE May be inas&rus, From_ : To Ft
minutes,seconds or 10.DRILLING LOG
LONGITUDE — in a decimal Fermat From To Formation Description
Latitudeflongitudc source: ❑GPS 0 Topographic map 0.0 2.0 GRAVEL
(heath,'Of wail must be shown on a USGS topo map and . 2A_ 11.0 RED SILTY CLAY
attached to this form rfnot using GPS) 11,0 16_0 BROWN SILTY CLAY
4.FACILITY-.a use ramp or ma husinees where the weft Is located 16.0 28.0 TAN SILTY CLAY
FACILITY ID#(d applicable)
NAME OF FACILITY UPS ; (- ., 7: P
STREET ADDRESS 1101 INSTRUMENT DRIVE
ROCKY MOUNT NC 27804 DEC •• 6 Z0 3!J
City or Town State Zip Code
CONTACT PERSON UPS fit*-t rutaiivtr":>�••..-r- :F.r
MAILING ADDRESS 1101 INSTRUMENT DRIVE -
ROCKY MOUNT NC 27s04 11.REMARKS:
City or Town State zip Code BENTONITE SEAL FROM 11.0 TO 14.0 FT
I'—..—J• -
.Area code- Phone number
S.WELL DETAILS: I DO H Y CEA11Flr THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
aG LL CONSTRUCTION STANOhR ,aNp THAT A COPY OF THIS
a. TOTAL DEPTH: 26.0 FEET Rec9g aEEN�IVVIDEDTOTHE NER.
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO m 11/24l00
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Briar Top of Casing: 18.0 FT- BRIAN THOMAS
(Use'+"if Above Top of Casirt ..
9) PRINTED NAME OF PERSCIITOOt'ISrTRUCTING THE WELL.
--
Submit the original to the Division of Water Quality within 3D days. Attu:Informatioli riitgt„
1617 Mail Service Center—Raleigh,NC 27699-1617 Phone No.[phone] ext 568. =
, ii. ' ' Rev. /7 GW-lb

AivA,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly. Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 23, 2010
Memorandum
To: Michael Rogers
Groundwater Protection Unit, Central Office
From: Eric Rice
Aquifer Protection Section, Raleigh Regional Office
Through: Jay Zimmerman, Regional Supervisor
Aquifer Protection Section, Raleigh Regional Office
Subject: UIC (5I) Permit -
UPS Rocky Mount
1108 Instrument Drive
Rocky Mount, N.C.-Nash County
Permit #W10500242
Enclosed is the regional staff report regarding the submittal of a permit application for the
injection of sodium persulfate at the UPS Rocky Mount site in Rocky Mount, N.C. The permit is
being requested in order to remediate the release of petroleum constituents from an underground
storage tank at the facility. Please contact me at [phone] if you have any questions about
the inspection.
cc: file
Attachment: APRSR form
RECEIVED/DENR/DWQ
Aquifer Protection Section Aquifer Protection
I628 Mail Service Center.Raleigh,North Carolina 27699-1628 Section
Location:3800 Barrett Dr..Raleigh,North Carolina 27609 JUN 1 One
Phone;9 19-79 1-4200 1 FAX.[phone]Customer Service: I-877.623-6748 5 2010 NprthCarolina
Internet:www.newaterquality.org Naturally
An Equal(fpportunily 1 Affirmative Action Employer

AQUIFER PRu TECTION REGIONAL S'i AFF REPORT
Date: April 23, 2010 County: Nash
To: Aquifer Protection Central Office Permittee: United Parcel Service
Central Office Reviewer: Michael Rogers Project Name: UPS Rocky Mount
Regional Office Inspector: Eric Rice(RR.0) #WI0500242
I. GENERAL INFORMATION
1. This application is (check all that apply): ®New ❑ Renewal
❑Minor Modification ❑ Major Modification
❑ Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑Attachment 13 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? Z Yes or E]No.
a. Date of site visit: April 13, 2010
b. Person contacted and contact information: Ryan Gerber(Arcadis)
c. Site visit conducted by: E. Rice
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 Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
e. Regulated Activities/Type of Wastes(e.g., subdivision, food processing,municipal wastewater):
For Disposal and 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):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: 36.0026 Longitude: 77.4716 to the nearest second
RECEIVED I DENR I DWd
Aquifer Protection Section
JUN 15 ZO10
FORM: UPS Rocky Mount(NA)WI0500242.doc 1

'If wit its
bLO pu ef.cfloti
BECEIAED I O OANI

AQUIFER PROTECTION 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(5QMI5QW)
®In situ remediation(51)
❑ Closed-loop groundwater remediation effluent injection(5L/"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 well(s) from the
pollution source(s)?
4. What is the minimum distance of proposed injection wells from the property boundary? 80 feet
5. Quality of drainage at site: ® Good ❑ Adequate ❑ Poor
6. 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:
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.
V. EVALUATION AND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: Permit application is regarding the
injection of Sodium Persulfate at 25g/L.The original application proposed to inject Ferrous Sulfate at 2 g/L,
and Citric Acid at 0.2 g/L but the letter from Matthew Schnobrich(Arcadis) dated February 26, 2009,requested
that the two aforementioned injectants be excluded from the application. Injection volume was indicated to be
7,500 gallons per day with a total of 20,000 per event.Injection will be completing by way of eight existing
FORM: UPS Rocky Mount(NA)WI0500242.doc 2

e
AQUIFER PROTECTION REGIONAL S' hFF REPORT
wells.The wells consist of a two inch PVC casing with a one inch port that elbows where the casing breech the
grout horizon.The ports have a valve that can be opened so that injection can be completed. Injection will be
done under pressure.The number of injection events was indicated to be less than four.
Observations: Wells that will be used for injection purposes have been installed.The IW welIs were installed in •
November of 2009.The wells were put in as "investigation"wells. They are constructed with two inch PVC
casing with an injection port that takes a ninety degree turn off the top portion of the casing.There is a valve on
the port which can be turned by hand.The termination of the injection port consists of a one inch PVC female
threaded end. It was noted during the inspection that the injection ports for wells IW-4 and IW-8 were open and
that not locking mechanism was present to secure the valve. Injection area is located where truck trailers are
parked and so the area is relatively flat.There was some difficulty locating MW-8 which was buried in a gravel
area in the middle of the parking area for the UPS facility. Once located this well was found to have no lock. A
remediation system has operated in the past at the facility but it was stated that the system is not active and will
not be activated during any part of the injection event. Injection will target 16 to 26 feet below grade(depth of
screen of the IW wells) in the area of greatest observed contamination.Recommendations/requests: 1.
Permittee should restate injection volumes given the change of injectant composition in regards to ferrous
sulfate and citric acid 2. Request construction logs for 1W wells 3.A complete explanation of the details of the
benchmark study is required.The application indicates that dosing requirements were based on this study yet
no supporting data was submitted 4.Request the following hydrogeological parameters that were not supplied:
groundwater seepage velocity,hydraulic conductivity,tranmisstivity and specific yield 5.Recommend the
following wells are included in the monitoring plan:MW-4,MW-8,MW-PT, and MW-7 The recommended
well monitoring may need to be altered following review of the site hydrogeologic parameters 6. Monitoring
requirements: Field parameters-pH,temperature, conductivity, oxidation reduction potential (ORP), dissolved
carbon dioxide and dissolved oxygen.Laboratory analytical-Metals 3030C (Arsenic, Cadmium, Chromium,
Iron,Mercury, Sodium,Lead, Selenium, Silver), Sulfate and VOC's 7. Sampling frequency: Once prior to
injection then quarterly thereafter for at least one year, additional sampling is necessary if injections event
continue past one year as proposed
Attach Well Construction Data Sheet-if needed information is available
2. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes,please explain
briefly.
3. 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
Item#'s 1,2,3, and 4 above Necessary
FORM: UPS Rocky Mount(NA)WI0500242.doc 3

AQUIFER PROTECTION REGIONAL STAFF REPORT
4. 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
5. 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
Item#'s 5,6, and 7 above Necessary
6. Recommendation: ® Hold,pending receipt and review of additional information by regional office and CO;
❑ Hold, pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional
information; ❑ Issue; ❑ Deny. If deny,please state reasons:
7. Signature of report preparer(s): ctl....*
Signature of APS regional supervisor: 1.....7 7 -
Date: g2.,,G10
Attachments:
FORM: UPS Rocky Mount(NA)WI0500242.doc 4

•
Rogers, Michael
From: Rice, Eric
Sent: Friday, June 04, 2010 2:25 PM
To: Rogers, Michael
Cc: Zimmerman, Jay
Subject: RE:Application WI0500242 UPS Rocky Mount
Michael,
The original staff report with Jay's signature was in the file. So, its not clear if a copy was mailed out or it was just not
mailed. I went ahead and faxed a copy of the report to you because I'm not up to speed on scanning items.Also, I put
the original in the RRO mail today and you should be receiving that soon. Let me know if you require any additional
information.
Eric R.
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties
From: Zimmerman,Jay •
Sent: Friday,June 04, 2010 12:47 PM
To: Rice, Eric
Subject: FW: Application WI0500242 UPS
•
Eric,
Can you assist? re-mail if needed.
•
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Rogers, Michael
Sent: Thursday, June 03, 2010 4:27 PM
To: Zimmerman, Jay
Subject: RE: Application WI0500242 UPS
I didn't get it and I checked the file. The volume of paper work the Admin folks get and have to process is astronomical.
Can you scan and email? Thanks.
Michael Rogers, P.G.(NC&FL)
Environmental Specialist
NC Div of Water Quality-Aquifer Protection Section(APS)
1636 Mail Service Center
Raleigh, NC 27699-1636
Direct Line(919)715-6166; Fax [phone](put to my attn on cover letter)
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties
From: Zimmerman, Jay
Sent: Thursday, June 03, 2010 3:53 PM
To: Rogers, Michael
Cc: Rice, Eric
•
1

Subject: RE: Application WI05002,; PS
Importance: High
That was completed 4/23/2010 and sent to the CO. I will ask Eric to contact you to see what you need—maybe another
copy of the staff report??
Jay
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Rogers, Michael
Sent: Friday, May 28, 2010 3:01 PM
To: Zimmerman, Jay
Subject: FW: Application WI0500242 UPS
Jay-
Also,what is the status for the above? Debra has run a BIMS report on our permits and she is asking me for updates.
Michael Rogers, P.G.(NC&FL)
•
Environmental Specialist
NC Div of Water Quality-Aquifer Protection Section(APS)
1636 Mail Service Center
Raleigh, NC 27699-1636
Direct Line(919)715-6166; Fax [phone](put to my attn on cover letter)
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties
From: Schnobrich, Matthew [mailto:[e-mail]3
Sent: Friday, March 12, 2010 9:38 AM
To: Rogers, Michael
Subject: Application WI0500242
Michael,
I wanted to follow-up on the acknowledgement letter for the UIC application that we submitted for the UPS-Rocky
Mount site. We had previously submitted this to the review board back in December,and I think it has only now gotten
in the queue for final review. The letter acknowledges a turn-around time of approximately 60—90 days, and I know
that you address these on a first come first serve basis.
I have talked with Thomas Slusser over the course of this application process to make sure things are in order, and he
recommended that I follow-up with you to set up a time in which we can discuss the permit,walk through the
assumptions,and address any questions that you may have. If possible, could you let me know of a time in which you
would be available to talk about these details? I am available today and then all next week as well.
Thanks for your help,and 1 hope you have a great weekend.
Matt
Matthew Schnobrich I Project Engineer I matthew.schnobrich(as arcadis-us.com
•

• (.
ARCADIS U.S., Inc. 12464 Fortune Driva,. ite 170 I Lexington, KY 40509
T.859.253.90361 M.651.226.4666 I F.859.253.9136
www.arcadis-us.com
ARCADIS, Imagine the result
Please consider the environment before printing this email.
NOTICE:This e-mail and any files transmitted with it are the property of ARCADIS U.S., inc. and its affiliates.All rights,
including without limitation copyright, are reserved. The proprietary information contained in this e-mail message, and any
fifes transmitted with it, is intended for the use of the recipient(s) named above. If the reader of this e-mail is not the
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mail or any files transmitted with it is prohibited and disclaimed by ARCADIS U.S., Inc. and its affiliates. Nothing herein is
intended to constitute the offering or performance of services where otherwise restricted by law.
3

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: March 16, 2010
To: ❑ Landon Davidson,ARO-APS ❑ David May,WaRO-APS
❑ Art Barnhardt,FRO-APS ❑ Charlie Stehman,WiRO-APS
❑ Andrew Pitner,MRO-APS ❑ Sherri Knight,W-SRO-APS
® Jay Zimmerman,RRO-APS
From: Michael Rogers Groundwater Protection Unit
Telephone: [phone] Fax: [phone] .
E-Mail: [e-mail]
A. Permit Number: WI 0500242
B. Owner: UPS-Rocky Mount
C.,._Facility/Operation: "•--�
❑ Propo'sedL ® Existing ❑ Facility ❑ Operation
D. Application:
1. Permit_Type: ❑ Animal ❑ SFR-Surface Irrigation]] Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation(ND)
• UIC--5I.Groundwater Remediahon 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: ❑ I would like to accompany you on a site visit.
NOTE:
Attached, you will find all information submitted in support of the above-referenced application for your
review,comment, and/or action. Within,please take the following actions:
® Return a Completed APSARR Form and attach laboratory analytical results,if applicable.
❑ 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.
RO-APS Reviewer: Date:
FORM:APSARR 07/06 Page 1 of 1

•
•
August 7, 2008
MEMO To Injectant Health Risk Evaluation File
From Qu Qi
Subject: Use Sodium Persulfate and Hydrogen Peroxide to remediate Soil and
Groundwater Contaminated with Chlorinated Solvents
Sodium persulfate was first used at Duracell site(WI0400045) in 2003. Based on a
letter sent to Mr. Thomas Wilson by Evan Kane, dated September 19,2003, the
information on the proposed injectants—sodium persulfate and H202 to be used at
Duracell/Gillette Site was reviewed by Dr. Luanne Williams and she provided a health
risk evaluation on the products in a memo dated September 2,2003. In the Memo she
did not mention that the products she evaluated were sodium persulfate and H202. But
site name and address (Duracell site)were in the subject line;based upon the information
in the file, sodium persulfate and H202 were the only injectants to be used. Therefore,
this September 2, 2003 Memo from Dr.Williams must be for the injectants sodium
persulfate and H202.
I have sent a request to the Epidemiology Section of the Division of Public Health for a
clarification on the matter. But I am confident that this evaluation is for sodium
persulfate.

Evan Kane
From: Luanne Williams[Luanne.Williams©ncmail.netj
Sent: Monday,October 06,2003 10:10 AM •
To: even kane
Subject: use of hydrogen peroxide
Luanne.WIliams.vcf
I am responding to your request regarding clarification on the hazards
. associated with the injection of hydrogen peroxide for soli and
groundwater remediation, As mentioned in previous product reviews,
there is a potential explosion hazard associated with the injection of
hydrogen peroxide into contaminated soil and groundwater. In order to
reduce the explosion hazard risk, it is recommended to keep the hydrogen
peroxide concentrations at a minimum. The literature suggests that the
explosion hazard increases greatly as the hydrogen peroxide
concentrations approach 30%. Hydrogen peroxide can be safely used by •
taking necessary precautions mentioned in the product reviews. In
addition,site-specific conditions should be evaluated to guard against
explosion hazards. '
•
•
•
•
•
•
1

•
. rY
etstATta _ ..
t f"'rill
ya
North Carolina Department of Health and Human Services
• Division of Public Health •Epidemiology Section
1912 Mail Service Center•Raleigh,North Carolina 27699-1912
Tel [phone]•Fax [phone]
Michael F.Easley,Governor Carmen Hooker Odom,Secretary
September 2,2003
MEMORANDUM ro
TO: Evan Kane
Groundwater Section '©
FROM: Luanne K.Williams,Pharm.D.,Toxicologist Z U ATi,
Medical Evaluation and Risk Assessment Unit
Occupational and Environmental Epidemiology Branch
SUBJECT: Use of Products to Remecliate Soil Contaminated with Chlorinated
Solvents at the Duracell Battery Manufacturing Facility in Lexington,
North Carolina
I am writing in response to a request for a health risk evaluation regarding the use
of non-biological products to remediate soil contaminated with chlorinated solvents at the
Duracell battery manufacturing facility in Lexington, North Carolina. Based upon my
• review of the information submitted,I offer the following health risk evaluation:
Some effects reported to be associated with exposure to the proposed chemicals
are as follows:
• .Exposure can cause severe irritation and burning of skin, eyes, nose and throat
. (Meditext—Medical Management by Micromedex TOMEs Plus System CD-
ROM Database,Volume 57,2003;New Jersey Department of Health and
Senior Services Hazardous Substance Fact Sheet TOMEs Plus System CD-
, ROM Database,Volume 57,2003).
• Inhalation exposure can cause coughing,wheezing, and/or shortness of breath
including asthma-like allergy.Future exposure can cause asthma attacks with
shortness of breath,wheezing,cough,and/or chest tightness (New Jersey
Department of Health and Senior Services Hazardous Substance Fact Sheet
TOMEs Plus System CD-ROM Database,Volume 57,2003).
• Inhalation exposure can cause severe respiratory irritation and inflammation
leading to shock, coma and seizures(New Jersey Department of Health and
Senior Services Hazardous Substance Pact Sheet TOMEs Plus System CD-
ROM Database,Volume 57,2003).
CI, Location:2728 Capital Boulevard•Parker Lincoln Building+Raleigh,N.C.27604 Au Equal Opportunity Employer
`J
1

2. Chemicals proposed for use may ignite combustibles such as wood,paper,oil,•
etc).The chemicals proposed for use must be stored separately from hydrazine
and organic monomers since violent reactions can occur. The chemicals proposed
for use are not compatible with reducing agents;powdered metals; strong bases
such as sodium hydroxide and potassium hydroxide; alcohols; and hydrocarbon
fuels. Specifically,acetone, a soil contaminant at the injection site,readily forms
explosive peroxides with one of the chemicals being proposed for use. Injection
of the proposed chemicals into the soil contaminated area is likely to result in
an explosion. Based on the information submitted, the nearest property to
the injection area that is not owned and controlled by Duracell is
approximately 350 feet west of the injection area. Measures should be taken
to prevent fires and explosions from occurring to protect workers and
nearby community. A safety plan should be developed in case there is a fire
_or an explosion. The addition of a metal as being proposed can act as a
catalyst which can increase the risk of an explosion during decomposition
(Hazardous Substances Data Bank TOMEs Plus System CD-ROM Database,
Volume 57,2003).
3. Store in tightly closed containers in a cool,well-ventilated area away from moist
air and combustibles. Containers may explode when heated.Runoff may create
fire or explosion hazard. Chemicals proposed for use heat up spontaneously when
decomposing and could start fires. (New Jersey Department of Health and Senior
Services Hazardous Substance Fact Sheet TOMEs Plus System CD-ROM
Database,Volume 57,2003;Hazardous Substances Data Bank'TOMEs Plus
System CD-ROM Database,Volume 57,2003).
4. 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(1)ensure that the injection process is done in a safe manner, and(2)
the most appropriate personal protective equipment is used.
5. 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.
6. Eating, drinking, smoking,handling contact lenses,and applying cosmetics
should never be permitted in the application area during or immediately following
application.
7. Safety controls should be in place to ensure that the check valve and the pressure
delivery systems are working properly.
•

J
8, The Material Safety Data Sheets should be followed to prevent adverse reactions
and injuries. •
• 9. 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.
•
10. According to the information submitted,there are no wells located on the
Duracell site used for drinking, industrial processes, cooking, or agriculture. The
nearest off-site well is approximately 1,500 feet north of the injection area. This
well is reportedly owned by J&S Motors and is the source of plumbed water. The
direction of groundwater flow from the injection area is also predicted to the
north. The wells are located close to the injection area and are north of the
injection area which is where groundwater flows. Therefore, efforts should be
made to prevent contamination of this existing well or future wells that may be
located near the application area.
11. According to the information submitted,the nearest surface water drainage is an
unnamed intermittent tributary of Fritz Branch that begins approximately 400 feet
north of the injection area. The nearest blue line stream is Fritz Branch,which
begins approximately 750 feet north of the injection area. The nearest
downstream waterbody is Abbotts Creek which runs into High Rock Lake. The
surface water bodies are located close to the injection area and are north of the
injection area which is where groundwater flows. Therefore, efforts should be
made to prevent contamination of the nearby surface waterbodies.
In summary,there are serious human health concerns regarding the use of the
chemicals proposed. Safeguards should be taken to prevent fires and explosions from
occurring. Please do not hesitate to call me if you have any questions at(919) 715-6429.
• LW:pw
cc: Mr. Stephen H.Barron,Manager
Environmental Health and Safety
305 E US Highway 64
Lexington,North Carolina 27292
Mr.Jack Riggenback
ERM EnviroClean
300 Chastain Center Blvd
Suite 375
Kennesaw,Ga 30144
•

TALE 2
HaderIoal Natural Amnue6on Paeamelers
UPS-Rocky Masse Comer
Rocky Mount-North Carolina
Or mIdeate,Incident Mn.5019
Well DossSoe1Nlc Tempsratum OMsoNed cow 6lkalimry' Svs... SWptle Ndrge• Iron
Dee grad. sampler! pal Nl7is ew�aMror re) OxygenfmVl CCOs lmlwh InNPLI Nana4n i
oeS,cml Immtl Id19L1 lluy47
07.11,12.... a6S I 0102 I 219 L 448 1 2239 NS MS NS NS NS
050302 Not mKxn d
12/19.2 Not measured
MW-2 12/01,11 Nol measumo
0907111 _ urea
10/14010 Not measured
052410 495 E 0.162 I 1964 1. 5`1 I 265 I NS I N$ 1 NS I NS I NS
07,31,12 No.measured
050W re n2 Nol measured
_35113412 No measured
1(8i3 12101.15 Nol measured
07407:11 Nei masutea
1014i10 Mal measured
0$24+0 Nt measured
b1r31,12 33 4404 ► 200$ 0-22 15104 N3 N$ 7 N$ NS _ Ms -
asoyl2 a04 4236 21.04 399 5251 NO - NS Ms NO Ns
02/19/12 5St 2236 1543 459 alp N$ NO NS MS NS
VW-4 1201:11 394 01011 19.5 539 5863 NS NS NS NS NS
9307./11 E I 1 Not measured f1
1i:ii11 S9S 1 321r7 1 1996 1 2 9 .3/0 I NS I NS F NS 1 Ni 1 N5
10�3'�3J{2 Not measured
06101-12 Nat measuted
02/102 Nat measured
MW-S 12/01.11 Not measured
0307l11 Not measured
10/14'10 Not measured
11521/10 pl measured
079112 451 I 0.067 - I 212 I 28 NI 2142 1 4S I N5 I NS I N5 1 NS
050312 .-- Plot measured
. 07ry6/1x Not maysvred
MW-S 1201/11 Ilt measured
96937/11__ __ Not mourned
10144A0 Not measured
00/2410 4.76 014 1660 260 .362 NS NS NS NS NS
07/35/12 1007 0.222 2134 145 1744 JN9 NS NS NS NS
050312 5.94 0.365 _ 22.30 462 451.2 NS NS NS NS NO
0241812 383 0362 1835 360 51 MS NS NS NS NS
MW-/1 +1/3011 10.05 0213 21.37 5000 219.6 NS 55 NS N5 NS
0367r11 Not measured
1011410 1079 0467 2101 098 -26 NS NS I NS - NS NS
0642410 8.21 0324 213 298 •106.1 NS NS NS NS NS
07/35/12 5.5 s.080 22.4 2.5 120.9 NS N5 NS NS NS
05103/12 43 0.172 21.1 65 295 45 I/O 45 45 NS
02118412 47 0062 192 12 217 NS HS NS NS NS
M146 12.0111 10.0 0902 150 5A$ INS NS N$ NS N$ NS
060111 5.7 0.124 19.3 5. N5
23 _ fS N NP4 S
101410 545 0.132 2182 NS
0524,10 623 0129 20.5 330 -71 NS 516 115 NS 45
0601112 4.51 0.163 20.3 8.04 201 MS NS MS 145 NS
05,012 491 5.064 15.1 10.20 415 , N$ MS NS _ N$ NS
02/14812 538 0.058 163 6.27 127 MS NS NS NS NS
MW-10 11/36411 7.48 0.024 17.5 65.10 71 NS 143 NS NO NS
0$r6711 Not measured 101 7�410 523 T 0.054 l 1985 I 237 T 219 I N5 I NS I NS I NS j 515
s524110 Nut,o So.ed
Nagy Masi Au pat 26121.t.e II-.. ARcA01s 9,1o12

TABLE 2
Historical Natlarsl Atlanue14Ol P9rameldld
UPS-Kooky 6Ioum0erd.t
Rocky Mount,Nonh Catolha
Groundwater In.ldeM Na.5016
Well Gsu S '� Temperature O..0Ned GRP Arkalltary' Sulfate SW1l.. Nkrale. Iron
Designation SamPNtl PH(tinge) Crandue0e11y (C7 O.Y9.n ImVI C.000 Iel6d.1 04y01 Nitrite (myL1
11nWeml 067W ImarL) ImVL1
07/31,12 Net measured.DRY
0640/12 Not measured
02/151/12 Not measured
1MH-15• 11/1011 Not meea0r.d
03/67A 1 Not measured
101410 Not measured
06/34/10 867 I 0.21,1 I 21.23. J 2.0 I 4uLi 135 l 22 Jis I NS I NS
0741/12 Not measured
0593/12 Not measured
02/11912 Net m.s.kr,44
WV.12 11/3011 Not measured
031)71 1 Not measured
10,14/10 Mat measured
0624/10 Not measured
07/31/12 Not measured
pygyr12 Mot Measured
02111,12 Not measured
ANY-13 11130111 Not mesumed _
0507/11 Not measured
10/14/10 Not measured
0624/10 Not measured
07/51/12 420 1 46 I 21.56 I 4.33 1 3436 I NS 1 Ns I NS L. NS I MS
0602'12 Not meafyt.g
02116112 Not measured
MW-14 15/30111 Not measured
0307/11 Not measured
10//1416 Not m700001d
0614/10 Not measured
' 07151/12 4.74 I 0.044 I 23.17 I 7.3 1 2664 I NS I Ns _J NS 1 NY I NS
O 6/0112 Not measured
O 2/16r12 Not measured
MIN-15 11/11 Not measured
11j07/11 Not measured
10//410 Not meaaut.4
0624/10 Not meae ryes
08/01/12 4.92 L 100 1 1se 1 235 I 229 I Ns I MS J N8 I NO I NO
OS03/12 Not measured
62.1602 Natmaasurad
MW-IS 11136I1 Not nxsoured
03/07/11 Not mea.ured
1011410 Not measured
O 624,10 Not teea.pled
071.12 Not measured-DRY
06/02012 Not mea.umd
02/18/12 Notmeaaured
MW-17 11/30911 Not measured
0607111 Net measured
14914110 Not measured
6E724/10 Nat mes4med
07/41112 Not measured
00103/12 Not measured
01/1612 Not measured
.4w-too- 11/30111 Not measured
0307111 Not measured
1[91410 Not mea.ured
0614/16 016 I 017 I 1912 1 7.99 I-02 S0 I NS I NS I NS I NS I PI
07/S1/12 Not nt.aural
0813/12 Not me8.141W
02/16712 Not measured
.NY-I113 11/30/11 Not measured
0307111 Not m.skir d
101410 Not measured _
06/24/10 4BO 0.12 18.5� 761 -1130 NS NS NS NS NO
07/31/12 3.07 1.84,2 20.24 075 559 N$ NS , NS NS N8
05/03/12 3.17 2.644 21.67 9.42 490.7 N$ NS NS NS NO
02/1612 3.04 2.162 1822 131 511 NS NS NS NS NS
Mk-PT '241/71 3.12 2022 2134 2S 1 8398- NS NS NS NS NS
0307/11 329 1.261 1956 3.58 474 105 NS NS NS NS
10014/10 2.67 1.514 21.43 0.53 566 NS NS N8 NS NS
0662410 564 _ 0.144 20.6 I 3.49 -052_J, NO NS y NY NS N5
P.4*4 Muurs WPum Z017 T.24000. 09CnpS Psd.2d3

.N C•a.a 56Y.IN'!
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PLX ews.ap.w.1 Iu un9INeap au,np pa...pw.mua 91 L-MIS
p.Im.el le.=SN
m,.a.ao.
woNOal•A.
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lwwca.onoroa ioNe .a ego
*Num.w W011100.p11=1.Ys.
2.1971p3 ro3.)00=3.
1,0N
.e.,Ion 0112.90
pan:@.w ION 01/11401
a,n.nla ION 1LlL0/S0
pa.nsea,ION 100.4 II MI
paJnsesiti Ley ZL9L=Z0
punt.,.low . 03+0(1150
ON SN SN • S. SN a tS1 SL 0 ZA LE ) Big l 11 L1g9/L0
SN SN SN ON ' SN 59- v Le I. 110Z a900 ASP 0L11LI90
SN SN SN SN SN 9Y0 990 651Z LK L LOS 01nLAL
_ t L116,00
ON SN 3N SN SN Ofl1 01 yS 069l y1B'0 ME ll/IORI LM1
SN ON SN SN SN LEY /L I SL'SI f LSE 1 ILE Zl9l/L0
SN SN SN SN _ SN ass W'p LOTS 211L MS ZLIL050
SN SN SN ' SN SN Sn St0 524Z ONO INC LL/LryS0
10N �RI TXI
p.m...ION I L,L000
pun...loN LLp 00 9-M
peons,.KIN 2112000
SN 1 SN I SO 1 SN I SN 11S91 1 LS0 I 1213 I LIZI L 901 ZL,Lt+L0
pain...,ION 01111290
pa.ne..,ION 0L/51WL
Aunsaa.loN 11/L9^60
pvme.w 19N 11pG 11 5L.0
paln..w.ION ZLNL•ZO_
palm.1.411MN ZLEASO
SN I SN I SN I S. 1 SN I IONS I nS I 09Lz I raeo I 12's LLAVLa
pan.....lay a111L90
pameal.Leif our wok
puns...man LI/E6SO
pain:caw ION ' LOX", YWE
2L91,M
puns.,Nil 21,6993
SN SN _ SN SN SN YOEY 59'I 91 IZ Z000 EZ1 2110E/L0
SO ON SN ON SN _ I.Ll- SS 1, 5.LZ Lill ill- '11,173LB0
SN SN 5N SN _ SN ESP 100 LY LL Ste0 9S'1 01I11A1
SN SN SN 4_ SN SN 9S ' PS'I OS EN 01110 EC S 411L040
6N _ SN SN SN SN KC 02'01 LC LL /95 L ENS I PSELL N9 1 C
SN 9N SN SX SN ZLL 9ZL ZS91 Lte0 9Lt Z1911.0
SN SX SN _ SN SN O9. SC P SZYL arc Z 1L'S Z11©950
SN SN SN SN SN La ESL SE/Z LL60 13,-,1 ZIpp12n
pun....ION OL11SSo
painsewl ION - 01rv1191
P.n....LON 111R9C0
pa1n..L.ION IIAE/II L-MI
Nuns..ION - ZL91R0
pun,pw110N 2LwW
SN I 6N SN 9N SN LSS OLS LE OZ SSL'1 512 ZII1090
sN SN SN 0 SN 1 SN I1 . ill LOAL Ie00 LYS OL10 9
SN SN SN SN SN o2n 9t0 S1 LE WSZ LP1 0Lh1,0l_
Il/LO 0
SN SN SN ON SN 02E 0SL5 90a1 ELO'0 LY'1 — ll3621 L-MI
SN SN SN SN SN 9K PG SYS! - L101 001 tLa.=LO
SN SN SN SN SN lOP ' KS t9 Li KS 121 SL/Z055
SN SN SN SN SN B5E LE Y90E 5562 /15 21/1E1L0
SN SN SN SN SPA S9- ZBS 0 1Z ill GE II OLML90
SN SN SN SN SPA 51- Se0 0'LL SOL0 ESL 01)010L_
puma...loN IPL0W
pa.n...LOX 1LOE/IL -1,.M9
SN SN SN SN SN - LY ISO SL 9l L90'0 LL 9 ZL9120
SN SN SN SN SN 50S LSS LZZL 9500 Or ZIA`099
SN SN SN SN Sl1 ...
S'ZS L9'Z Z9 50 LZ 00 OL9 Mona
SN SN SN SN SNPB E- ! SE 901L . 9p0 39'1 0111•Z90
pa1n1..1.lop, 01,1101
p.NXaae.ION 14I10/E0
Pun.....ION 0,MS/14 1PMM
puma.,KW LOSS=
pams...1 iey 2140W
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• Historical Groundwater Analytical Results
UPS-Rocky Mount Center
Rocky Mount,North Carolina
Groundwater Incident No.6019
Well Date C5-08 CS-C18 C9-C10 Carbon Sulfate Iron iron
Designation Sampled Benzene Toluene Ethylbenzene Total Xylenes Total BTEX MTBE IPE Lead Aliphatics Afiphatles Aromatics Dioxide (m9�) TBA Dissolved (091L)
(mg1L) (mgfL)
-'%...2LStandard-_ :_ ° •.._? 1. .•- ,;"; 600 -_.�.._:::=,600'""_Y ---;';,500 'NE....;= _ -26- '-_,:,-"T0 ,16i,,.' .=:-[ 420 : 4,200 =;i.-210 .. .. ..-. .250(mq/L) _-, 0.3((m/L} 0.3(mg/L) _
07/31/12 150 7,500 1,700 10,000 19350 NA NA NA NA NA NA NA NA NA NA NA
05/02/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS -
i 02/16/12 NS NS NS - NS NS NS _ NS NS NS NS NS NS NS NS NS NS
11/30/11 NS NS NS NS NS NS _ NS NS NS NS NS NS NS NS NS NS
08/30/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
IW-6 06/10/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/07111 NS NS NS NS NS NS - NS NS NS NS NS _ NS NS NS NS NS
02/23/11 _ NS NS NS NS _ NS NS NS NS NS NS NS NS NS NS NS NS
10/14/10 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
06/24/10 NS NS _ NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/05/09 460 16,000 2,900 15,000 34,360 <1000 <1009 NA NA NA NA NA NA NA NA NA
08/01/12 40 1,600 1,300 7,400 _ 10,340 <20 <20 43 NA - NA NA <5.0 NA <100 NA NA
- 05/02/12 46 - _ 1,900 1,500 8,300 11,746 <20 _ <20 110 NA - NA NA <5.0 NA <100 NA NA
02116/12 32 930 520 2,300 3,782 <20 <20 110 NA NA NA <5.0 NA <100 NA NA
12/01/11 150 6,400 2,100 12,000 20,650 <50 <50 130 NA NA NA NS NS _ <250 0.28 NA
C8130111 65 2,700 2,600 14,000 19,365 <25 <25 41 NA NA NA <5.0 120 <130 5.8. NA _
IW-T 06/10/11 68 2,300 1,500 _ 7,500 11,368 <100 <100 190 H NA NA NA <5.0 500 <100 0.3 H ` 27 H
03/07/11 " . NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
02/23/11 74 2,800 2,200 12,000 17,074 <130 <130 62 NA NA NA <5.0 130 <130 <0.10 NA
10/14/10 110 3,900 1,800 6,800 12,610 <100 <100 52 NA NA NA <5.0 NA NA NA _ NA
06/24/10 110 4,600 2,300 13,000 20,010 320 <250 34 NA NA NA NA NA J NA NA NA
11/05/09 150 4,100_ 2,700 14.000 20,950 <500 <500 NA NA NA NA NA NA NA NA NA
07/30/12 '26 370 200 1,400 1,995 NA NA NA NA NA NA NA NA NA NA NA
05/02/12 NS _ NS NS NS NS NS . NS NS NS NS NS NS NS NS NS NS
02/16/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/30/11 NS NS NS NS NS NS - NS NS NS - NS NS NS NS NS NS NS
08/30/11 _ NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
IW-8 06110/11 NS NS NS NS _ NS NS NS NS NS NS NS NS NS NS NS NS -
03/07/11 NS NS NS NS NS NS NS NS NS NS NS _ NS NS NS NS NS
0223/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
10/14/10 NS NS _ NS NS NS NS NS NS NS NS NS NS NS NS NS NS
06/24/10 NS NS NS NS NS _ NS NS NS NS NS NS NS - NS NS NS NS _
-
11/05/09 75 380 700 2,400 3,555 <200 <200 85 NA NA NA NA NA NA NA NA t {
''.
Notes -
All units in micrograms per liter(pg/L)unless otherwise noted
E=The reported result exceeded the calibration range of the instrument;secondary dilution required
D=Surrogate or matrix spike recoveries were not obtained because the extract was diluted for analysis;also compounds analyzed at a dilution will be flagged with a D
H=Sample was prepped or analyzed beyond the specified holding time
ND=Not detected at or above the laboratory reporting limit =�
NA=Not Analyzed _
NE=Not Established .,
•=Deep well
NS=Not Sampled
1=represents duplicate sample results fi,:
1()=dilute sample run results •
'=well MW-9 is presumed destroyed during demolition of landscape area far conversion to paved parking area by property owner
2L Standards were taken from the North Carolina Administrative Code Title 15A Department of Environmental,Health,and Natural Resources(Subchapter 2L-Groundwater Classifications and Standards)-January 1,2010
Rocky Mount August 2012 Tabtes.xlsx ARCADIS 10 of 10

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RECEIVED/DENR/DWQ
ARCAD1S APR 0 2 2012
ARCADIS G&M of North Carolina,
Infrastructure•Water•Environment•Buildings Aquifer Protection n Inc.
801 Corporate Center
Suite 300
Raleigh
North Carolina 27607
Mr. Thomas Slusser Tel [phone]
Aquifer Protection Section Fax [phone]
DENR— Division of Water Quality www.arcadls-us.com
1636 Mail Service Center
Raleigh, NC 27699-1636
ENVIRONMENT
Subject
Injection Event Record #4
UPS— Rocky Mount Center
1108 Instrument Drive Date
Rocky Mount, NC March 30, 2012
Contact'
Dear Mr. Slusser: Hugh Devery
On behalf of United Parcel Service (UPS), ARCADIS U.S., Inc. (ARCADIS) is Phone:
pleased to submit this Injection Event Record for the injection activities conducted at 404.952.1618
the UPS-Rocky Mount Facility during the week of March 12-16, 2012. These
Email:
activities were conducted in accordance with Injection Permit W10500242. This Hugh.Devery@arcadis-
concludes the last event of the existing permit. Injections will continue on an updated us.com
path upon your approval.
Our ref
If you have any questions, or require additional information, please feel free to B0038382.0003
contact Hugh Devery at 770.428.9009 extension 11. Please send any
correspondence concerning this facility to Ms. Julie Straub at the address below and
copy ARCADIS.
Sincerely,
ARCADIS U.S., Inc.
Hugh Devery Ryan Gerber, P.E.
Project Manager Project Engineer
Copies:
Ms. Julie Straub, UPS, 55 Glenlake Parkway, NE, Atlanta, GA 30328-3498
File
Imagine the result
g lcommonlu p s\north carolinalrocky mount\2012\l st injection event 20121ups rocky mount injection event#4 cover lanai l2),c ocx

RECEIVED/DENRIDWQ
INJECTION EVENT RECORD APR 0 2 2QJ2
North Carolina Department of Environment and Natural Resources—Division of Water Quality
Permit Number
W10500242 Aquifer Protection Section
I. Permit Information Were any wells abandoned during this injection
United Parcel Service event?
❑ Yes ® No
Permittee
If yes,please provide the following information: -
UPS Rocky Mount Center
Facility Name Number of Monitoring Wells NA
1108 Instrument Drive Number of Injection Wells NA
Facility Address
Please include two copies of the GW-30 for each
2. Injection Contractor Information well abandoned.
ARCADIS 4. Injectant Information
Injection Contractor/Company Name Pers u lfate
801 Corp.Center Drive,Suite 300
Street Address Injectant Type
Raleigh NC 27607 Concentration 41 grams/Liter
City State Zip Code
(9 1 9) 854.1282 If the injectant is diluted please indicate the source
dilution fluid,mixed with water
Area code—Phone number 23,360 gallons
Total Volume Injected '
3. Well Information 2 92Q gallons
Volume Injected per well ' g
Number of wells used for injection 8
5. Injection History
IW-2,IW-3,IW-4,IW-5,IW-6,IW-7,and IW-8
Well names 4 Of 4
Injection number(e.g. 3 of 5)
Were any new wells installed during this injection
event? Is this the last injection at this site?
❑ Yes Q No ❑ Yes El No
If yes,please provide the following information: I DO HEREBY CERTIFY THAT ALL THE
Number of Monitoring Wells NA INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
Number of Injection Wells NA w r't;nriilciviri� W►1 r11ii iilE
ARD ID UT IN THE PERMIT.
Type of Well Installed(Check applicable type):
❑ Bored ❑ Drilled ❑Direct-Push
❑ Hand-Augured ❑ Other(specify) a ATUR [ ION CONTRACTORIZ
Brian McAdow
Please include two copies of the GW lb for each PRINT NAME OF PERSON PERFORMING THE INJECTION
well installed.
Submit the original of this form to the Division of Water Quality within 30 days of injection. Form UIC-IER
Attn: UIC Program, 1636 Mail Service Center,Raleigh,NC 27699-1636,Phone No.919-733-3221 Rev. 11/06

A. ,
ARCADIS
ARCADIS U.S.,Inc.
Infrastructure•Water•Environment•Buildings 801 Corporate Center
Suite 300
Raleigh
North Carolina 27607
Tel 919,854 1282
Mr. Thomas Slusser
Fax sis esa.saae
Aquifer Protection Section www.arcadis-us.com
DENR— Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
ENVIRONMENT
Subject:
Injection Event Record#3
UPS— Rocky Mount Center
1108 Instrument Drive Date:
Rocky Mount, NC September 21, 2011
Contact
Hugh Devery
Dear Mr. Slusser:
Phone:
On behalf of United Parcel Service (UPS), ARCADIS U.S., Inc. (ARCADIS) is 404.952.1618
pleased to submit this Injection Event Record for the injection activities conducted at
Email,
the UPS-Rocky Mount Facility in September 2011. These activities were conducted Hugh.Devery@arcadis-
in accordance with Injection Permit WI0500242. us.com
If you have any questions, or require additional information, please feel free to Our ref:
contact Hugh Devery at 770.428.9009 extension 11. Please send any B0038382.0003
correspondence concerning this facility to Ms. Julie Straub at the address below and
copy ARCADIS.
Sincerely,
ARCADIS U.S., Inc.
Hugh Devery Ryan Gerber, P.E.
Project Manager Project Engineer
Copies:
Ms. Julie Straub, UPS, 55 Glenlake Parkway, NE, Atlanta, GA 30328-3498
File
RVED I DNR I DWQ
AQUl1=ECEI�I?� nr�l^Erin�l.SFCTlON
SEP 2 2 MI
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g:commonlu p slnorth carolinalrocky mount1201112nd injection event4injection event cover letter{2},docn

r
INJECTION EVENT RECORD
North Carolina Department of Environment and Natural Resources—Division of Water Quality
Permit Number W 10500242
I. Permit Information Were any wells abandoned during this injection
United Parcel Service event?
❑ Yes • No
Permittee
If yes,please provide the following information:
UPS Rocky Mount Center
Facility Name Number of Monitoring Wells NA
1108 Instrument Drive Number of Injection Wells NA
Facility Address
Please include two copies of the GW-30 for each
2. Injection Contractor Information well abandoned.
ARCADIS 4. Injectant Information
Injection Contractor/Company Name Persulfate
Street Address 801 Corp. Center Drive, Suite 300 Injectant Type
Raleigh NC 27607 Concentration 54 grams/Liter
City State Zip Code
919} 854.1282 If the injectant is diluted please indicate the source
dilution fluid.mixed with water
Area code—Phone number 17,400 gallons
Total Volume Injected '
3. Well Information 2 175 gallons
Volume Injected per well
Number of wells used for injection 8
5. Injection History
fW-1,IW-2,fW-3,IW-4,IW-5,IW-6,IW-7,and IW-8
Well names 3 of 4
Injection number(e.g. 3 of 5)
Were any new wells installed during this injection
event? Is this the last injection at this site?
❑ Yes ® No ❑ Yes l No
If yes,please provide the following information:
I DO HEREBY CERTIFY THAT ALL THE
Number of Monitoring Wells NA INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
Number of Injection Wells NA INJECTION WAS PERFORMED WITHIN THE
,S?AIVARDS LAID OUT IN THE PERMIT.
Type of Well Installed (Check applicable type): ` 9,21. l k
❑ Bored ❑ Drilled ❑Direct-Push OF INJECTION CONTRACTOR DATE
❑ Hand-Augured ❑ Other(specify)
tthew Mazzone
Please include two copies of the GW-1 b for each PRINT NAME OF PERSON PERFORMING THE INJECTION
well installed.
Submit the original of this form to the Division of Water Quality within 30 days of injection. Form UIC-IER
Attn:UIC Program, 1636 Mail Service Center,Raleigh,NC 27699-1636,Phone No.919-733-3221 RECEIVED!DENR I DW ' 11/06
AQUIFKR PRnTFCTI(lN SECTION
SEP222011

, •
ARCADIS
ARCADIS U.S..Inc.
Infrastructure, environment buildings 801 Corporate Center
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Mr. Thomas Slusser Fax [phone]
Aquifer Protection Section www.arcadis-us.com
DENR—Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
ENVIRONMENT
Subject:
Injection Event Record #2
UPS— Rocky Mount Center
1108 Instrument Drive Date
Rocky Mount, NC April 13, 2011
Contact.
Hugh Devery
Dear Mr. Slusser:
Phone.
On behalf of United Parcel Service (UPS), ARCADIS U.S., Inc. (ARCADIS) is 770.428.9009 ext. 11
pleased to submit this Injection Event Record for the injection activities conducted at
Email:
the UPS-Rocky Mount Facility in April 2011. These activities were conducted in Hugh.Devery©arcadis-
accordance with Injection Permit W10500242, us.com
If you have any questions, or require additional information, please feel free to Our ref:
contact Hugh Devery at 770.428.9009 extension 11. Please send any B0038382.0003
correspondence concerning this facility to Ms. Julie Straub at the address below and
copy ARCADIS.
Sincerely,
ARC . ., nc.
Hugh Deirery Ryan Gerber, P.E.
Project Manager Project Engineer
Copies:
Ms. Julie Straub, UPS, 55 Glenlake Parkway, NE, Atlanta, GA 30328-3498
File
Aquifer PrntA- ion Section
RECEIVED/DENR/DW(�
Imagine the result APR 14 2011
g:Ycommon4u p s\north carolinakroGry mount\2011>rnjecbon eventlinjection event cover letter(2).doa

INJECTION EVENT RECORD
North Carolina Department of Environment and Natural Resources-Division of Water Quality
Permit Number WI0500242
1. Permit Information Were any wells abandoned during this injection
United Parcel Service event?
❑ Yes ❑■ No
Permittee
If yes,please provide the following information:
UPS Rocky Mount Center
Facility Name Number of Monitoring Wells NA
1108 Instrument Drive Number of Injection Wells NA
Facility Address
Please include two copies of the GW-30 for each
2. Injection Contractor Information well abandoned.
ARCAD I S 4. Injectant Information
Injection Contractor/Company Name Persulfate
Street Address 801 Corp.Center Drive, Suite 300 Injectant Type
Raleigh NC 27607 Concentration 13 grams/Liter
City State Zip Code
[phone] If the injectant is diluted please indicate the source
dilution fluid.mixed with water
Area code-Phone number 18,000 gallons
Total Volume Injected
3. Well Information 2 250 gallons
Volume Injected per well '
Number of wells used for injection 8
5. Injection History
IW-1,IW-2,IW-3,IW-4,IW-5,IW-$,IW-7,and iW-B
Well names 2 of 4
Injection number(e.g. 3 of 5)
Were any new wells installed during this injection
event? Is this the last injection at this site?
❑ Yes ❑ No ❑ Yes M No
If yes,please provide the following information:
I DO HEREBY CERTIFY THAT ALL THE
Number of Monitoring Wells NA INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
Number of Injection Wells NA INJECTION WAS PERFORMED WITHIN THE
S • ' : • RDS LAID OUT IN THE PERMIT.
Type of Well Installed(Check applicable type):
n Bored ❑ Drilled Direct-Push 4•i3.f1
❑ Hand-Augured ❑ Other(specify) NA•r• •F INJECTION CONTRACTOR DATE
CI,. -nt Quatey-Papafio
Please include two copies of the GW-lb for each P• SAME OF PERSON PERFORMING THE INJECTION
well installed.
Submit the original of this form to the Division of Water Quality within 30 days of injection. Form UIC-IER
Attn: UIC Program, 1636 Mail Service Center,Raleigh,NC 27699-1636,Phone No.919-733-322IRECEIVED/DEAR I DIIM5 11/06
Aquifer PrntArtinn Saction
APR 14 2011

ARCAD1SE ,
ARCADIS U.S..Inc
Infrastructure, environment, buildings 801 Corporate Center
E 0 DEC -9 PM 2: 314 Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Mr. Thomas Slusser Fax 919 85Q 5448
Aquifer Protection Section www.arcadis-us.com
DENR—Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
ENVIRONMENT
Subject.
Injection Event Record #1
UPS—Rocky Mount Center
1108 Instrument Drive Date
Rocky Mount, NC December 8, 2010
Contact:
Hugh Devery
Dear Mr. Slusser:
Phone:
On behalf of United Parcel Service (UPS), ARCADIS U.S., Inc. (ARCADIS) is 770.428.9009 ext. 11
pleased to submit this Injection Event Record for the injection activities conducted at
Email.
the UPS-Rocky Mount Facility in late August, early September 2010. These Hugh.Devery@arcadis-
activities were conducted in accordance with Injection Permit WI0500242 us.com
If you have any questions, or require additional information, please feel free to Our ref:
contact Hugh Devery at 770.428.9009 extension 11. Please send any [Project No.]
correspondence concerning this facility to Ms. Julie Straub at the address below and
copy ARCADIS.
Sincerely,
ARCADIS U.S., Inc.
Hugh Devery Ryan Gerber, P.E.
Project Manager Project Engineer
Copies:
Ms. Julie Straub, UPS, 55 Glenlake Parkway, NE, Atlanta, GA 30328-3498
File
Imagine the result
cndocuments and settingsljtebeauUocai settings\temporary Internet hles1content ouUook\11pk36a3Bnjeclion event cover letter{2)

INJECTION EVENT RECORD
North Carolina Department of Environment and Natural Resources—Division of Water Quality
Permit Number W10500242 `T - `'
1. Permit Information Were any wells abandoned during this injection
United Parcel Service event?
❑ Yes No
Perrnittee
If yes,please provide the following information:
UPS Rocky Mount Center
Facility Name Number of Monitoring Wells NA
1108 Instrument Drive Number of Injection Wells NA
Facility Address
Please include two copies of the GW-30 for each
2. Injection Contractor Information well abandoned.
ARCADES 4. Injectant Information
Injection Contractor/Company Name Persulfate
Street Address 801 Corp.Center Drive, Suite 300 Injectant Type
Raleigh NC 27607 Concentration 50 grams/Liter
City State Zip Code
[phone] If the injectant is diluted please indicate the source
dilution fluid.mixed with water
Area code—Phone number 18 800 gallons
Total Volume Injected '
3. Weil Information 2 350 gallons
Volume Injected per well r
Number of wells used for injection 8
IW-1,rw-2,IW-3,IW-4,IW-5,1W-6,Iwo,and Iw-s 5. Injection History
Well names 1 of 4
Injection number(e.g. 3 of 5)
Were any new wells installed during this injection
event? Is this the last injection at this site?
❑ Yes ❑■ No ❑ Yes 0 No
If yes,please provide the following information:
I DO HEREBY CERTIFY THAT ALL THE
Number of Monitoring Wells NA INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
Number of Injection Wells NA INJECTION WAS PERFORMED WITHIN THE
ST S UT IN THE PERMIT.
Type of Well Installed (Check applicable type): f /2 0510
Bored ❑ Drilled ElDirect-Push
RE OF INJECTION CONTRACTOR E
❑ Hand-Augured ❑ Other(specify)
Erica Whiting
Please include two copies of the GW-lb for each PRINT NAME OF PERSON PERFORMING THE IN.IECfION
well installed.
Submit the original of this form to the Division of Water Quality within 30 days of injection. Form UIC-IER
Attn:UIC Program, 1636 Mail Service Center,Raleigh,NC 27699-1636,Phone No.919-733-3221 Rev. 11/06