WI0400140_APPLICATION FOR PERMIT_20100603

RECEIVED r laENR I DWQ
State of North Carolina A001;rp vprlTprlIC'•1'i tiFC"SON
Department of Environment and Natural Resources
Division of Water Quality
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediation 1 Type 5T Wells bracer 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 a]I attachments to the address on the last page of this form.
• Any changes made to this form will result in the application package being retumed.
Application Number (to be completed by DWQ): L._.1 `lam
1. GENERAL INFORMATION:
1. Applicant's Name (generally the responsible patty): ARAMARx Uniform & Career Apparel, LLC
Doug Helmstretler Senior Director, Environmental
2. Signing Official's Name*: Title: rnmv 7 ia7jr__E anr3 C>>stai nati 7 iYy
* Signing Official must be in accordance with instructions in part VI on page 7.
3. Mailing address of applicant: 115 North First street
City: BurbanK
Telephone number: S916y 973-3772
E-Mail: [e-mail]
State: CA Zip: 91502
Fax number: [phone]
4. Property Owner's Name (if different from Applicant): Same as above
5. Property Owner's mailing address:
City:
Same as above
State: zip:
6. Name and address of contact person who can answer questions about the proposed injection project:
Name: Joseph P. Nestor, P.G. , P.E. Title: Project: Engineer
Company: Nesc❑ Environmental, PLLC
■ J,---- . Pa Box 78222
City: Charlotte State: NC Zip 28271
Telephone number: [phone] Fax number:
Email Address: [e-mail]
H. PERMIT INFORMATION:
L Project is: New ( Modification of existing permit ( Renewal of existing permit ►►ithout modification
( Renewal of existing permit with modification
2. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number N/A and the issuance date N/A
For renewal without modifications, 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 W09 U1C-5V5T Page I of 8

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
Ill. INCIDENT & FACILITY DATA
A. FACILITY INFORMATION
1. Facility name: ARAMARK Uniform & Career Apparel, LLC
2. Complete physical address of the facility: 509 Teague street
City: Greensboro County: Guilford State: NC Zip; 27406-4313
B. INCIDENT ❑ESCRIPTION
1. Describe the source of the contamination:
A Report for Preliminary Subsurface Investigation prepared in 1988 indicates it is believed
that accidentai re eases of PCE occurred when a pressure reliet clevice opened on a ciry cleaning
machine- Ikeetv tite baek doer at the Southwest earner af Hie fecility building. This
report describes rha releases As i nar I vertPnY "de mi ni_mus" 1 asses _ The rPl PacPc4 PCp t--vidently
flowed or was washed out the Lack door. Above -ground storage tanks (ASTS) were also located
south of the facility and were used to store PCE. The former ASTs are also a potential source
of PCE. PCE has not been stored or used at the facility since 1987.
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, pesticidesiherbicides, etc):
nhi nri natPd prbanps M'F. T('F.. 1 . 2-7)rF]
Petroleum products (These are unrelated to the release at the subject site and are not the target of this remediation activities. Monitoring wells associated with petroleum constituents are located on
properties other than the subject property [MW-11C, NW-12C, MW-14B,MW-14C, & MW-15B].)
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)? NO
( Yes If yes, list maximum measured separate phase thickness N/A feet
No If no, list maximum concentration of total VOCs observed at site: 11,500 ppb
4. Agency managing the contamination incident:
( UST Section ( Superfund Section (including REC Progra and DSCA sites)
( DWQ Aquifer Protection Section ( Solid Waste Section
azar ous waste Sec ion ( Other:
5. Incident managers nameGene Mao - Guilford Countyand phone number (336) 64 -7777
6. Incident number or other site number assigned by the agency managing the contaminat' n incident:
5540
C. PERMITS
Monitoring well MW-4A is "worst case' TVoC = 11,500
ug/1 on 10-29-2009 (last event) and 695,890 ug11 on
10-21-2003 (highest to date)
List all permits or construction approvals that have been issued for the facility or incident. including those not
directly related to the proposed injection operation;
1. Hazardous Waste Management program permits under RCRA:
2. DWQ Non -Discharge or NPDES permits:
3. County or DEH subsurface wastewater disposal permits:
4. Other environmental permits required by state or federal law:
City of Greensboro Special Discharge Permit No. S2042 for treated ground water discharged
to sanitary sewer
Revised 6Y09 UIC-51/5T Page 2 of 8

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELLS) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
IV, INJECTION DATA
A. INJECTION FLUID DATA
] . 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 UIC Program to determine if
the injectants you are proposing have been reviewed by OEES,
Injectant: ReaerlQx oxidant
Concentration at point of injection:
Percent if in a mixture with other it
Injectant:
Concentration at point of injection:
11 percent by weight ,
Percent if in a mixture with other injectants:
Injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:
Injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:
N/A
2. Source of fluids used to dilute or chase the injectants listed above:
None
( Municipal water supply
roue water rom pnvate well or any well within'/a mile of injection site
[ Air
{ Other:
2,310 pounds of
Part A plus 2,310
pounds of Part B in
5,019 gallons of
water (41.884
pounds of water)
3. If any well within'/a mile of injection site, a private well, or surface water is to be used as the fluid source, supply
the following information:
a. Location/ID number of source: N/A
b. Depth of source: N/A
c. Formation: N/A
d. Rock/Sediment tvve: N/A
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 gpplication fomi
G WRS.
Revised 6/09 UIC-51/5T Page 3 of 8

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Retnediation / Type 5T Wells — Tracer Injection
B. PROPOSED OPERATING PARAMETERS
1. Duration of Injection: 4 to 5 months
a. Maximum number of separate injection events:
F
r
b. Expected duration of each injection event: 3-5 days
c. Expected duration between events (if more than one event): 3 to 8 weeks
2. Injection rate per well: 4-6 gallons per minute (gpm)
3. Total Injection volume: gallons per day (.gpd): 5482.3 gallons per event (if separate events)
4. Injection pressure: --200 pounds/square inch (psi)
5. Temperature at point of injection: ambient OF
6. Briefly describe how the above parameters will be measured and controlled:
Digital flow meter and pressure gauges
7. Estimated, hydraulic capacity of the well: 4-6 gpm
C. INJECTION WELL CONSTRUCTION DATA
I . injection will be via:
{ Existing well(s) proposed for use as an injection well. Provide the data in (2) through (6) below to the best of
your knowledge.
( 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: Danny Summers of Geologic Exploration Company
NC Well Contractor Certification number: 2579A
Starting within 30
3. Date to be constructed: days of issuance of Number of borings; 18 per event:
Permit
Approximate depth of each boring (feet): 22
4. Screened interval/Injection interval of injection wells:
Depth: to feet below ground surface (if multiple intervals, indicate shallowest and deepest depth).
Injection will occur from 5 to 22 feet below grade in DPT borings
5. Well casing (N/A if injection is through direct push rods):
Type: ( PVC ( Stainless steel( Other: NIA
Casing, depth: to ft.
6. Grout (N/A if injection is through direct push rods):
Type: ( Cement
Grout depth: _
( Bentonite ( Other:
to ft.
N/A
Revised 6/09 UIC-51/5T Page 4 of 8

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Rem ediation 1 Type 5T Wells — Tracer Injection
V. ATTACHMENTS
Provide the following items as separate attachments with the given headings:
A. SITE HISTORY
Provide a brief description of the site history including:
(1) site usage historically and present.
(2) origin of the contamination,
(3) previous remedial 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. 319E-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 lithology;
(3) the hydraulic conductivity, transmissivity, and specific yield of the aquifer to be used for injection. including a
description of the test(s) used to determine these parameters; and
(4) the depth to the mean seasonal high water table.
C. INJECTION FLUID COMPOSITION
Describe the chemical, physical. biological and radiological characteristics of each injectant. Attach the Material Safety
Data Sheet (MSDS) for each injectant. If a private well or a well within '''A 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-51/5T Page 5 of 8

APPLICATION FOR PERNUT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Remediation 1 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 'A mile of the injection well or well system;
e. all surface water bodies within''/4 mile of the injection well or well system; and
f. 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.
(3) Potentiometric surface map(s) including:
a. direction of groundwater movement
b. existing and proposed monitoring wells
c. existing and proposed injection wells
(4) Contaminant plume map(s) including:
a. the horizontal extent of the contaminant plume, including isoconcentration lines
b. existing and proposed monitoring wells
c. existing and proposed injection wells
(5) Cross -sections) to the known or projected depth of contamination, including:
a. horizontal and vertical extent of the contaminant plume, including isoconcentration lines
b. major changes in lithology
c. existing and proposed monitoring wells
d. existing and proposed injection wells
Revised 6/09 UIC-5115T Page 6 of 8

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediation I Type 5T Wells — Tracer Injection
Revised 6/09 UIC-5V5T Page 7 of 8

VL CERTIFICATION (to be signed as required below or by that person's authorized agent)
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELLS) FOR INJECTION
Ty
pe 51 Webs —In Situ Ground►rater Remediation l Type ST Wells —Tracer Injection
RFOEIUED r DEHR l DWa
AQUJFPR PPOT rTION1 gFCTION
NCAC 15A 2C .()21I(b) requires that all permit applications shall be signed as follows: JUN Q 3 2U10
1. f'or a corporation: by a responsible corporate officer
2. for a partnership or sole ptxiprietorship: 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 b► the applicant that
names and authorizes their agent.
I hereby certify under penally of law that I have personally examined and am familiar with the information
submitted in &s document and all attachments therein, and that, based on my inquiry of those individuals
immediately responsible for obtaining said information. I believe that the information is true. accurate, and
complete. I am aware that there are penalties. including the possibility of fines and imprisonment. for submitting
false information. I agree to constwel. 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.
Printed Name and Title: 0ou4/1s1 �.*� s�e��� .r'l A;-
r
Signatur Date4
Vii, CONSENT OF PROPERTY OWNER (if the property is not owned by the applicant)
(-On-ner" means ant- person who halds the lee or other prrrpern' rights in the well heing constructed. A hell is
real prriperr) and its construction an land shall he deemed lu rest ownership in the land owner. in the ahaence v)`'
vontr w►3' agreement in writing.)
As owner of the property on which the injection well(s) are to he constructed and operated_ l hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it ~hall he the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(Title 15A ~CAC 2C .0200),
Printed Natne and Title:
Signature:
Date:
Submit TWA copies of the completed application package. including all attachments, to:
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh. NC 27699-1636
Telephone [phone]
Revised 6/019 C1C-5I15T Page 8 of 8

ATTACHMENT ►
SITE HISTORY

ATTACHMENT A
C�ylli�:Il•�tilci7
1.0 Site Usage - Historically and Present
The ARAMARK Uniform & Career Apparel, LLC site located at 509 Teague Street is an
industrial laundry facility and uniform distribution depot. A previous owner of the subject
property performed dry cleaning activities at the subject property. No dry cleaning activities
have occurred at the subject property since 1987 or before.
2.0 Origin of the Contamination
A Report for Preliminary Subsurface Investigation prepared in 1988 indicates it is
believed that accidental releases of PCE occurred when a pressure relief device opened on a
dry cleaning machine located near the back door at the southwest corner of the facility building.
This report describes the releases as inadvertent "de minimus" losses. The released PCE
evidently flowed or was washed out the back door. Above -ground storage tanks (ASTs) were
also located south of the facility and were used to store PCE. The former ASTs are also a
potential source of PCE.
3.0 Previous Remedial Action(s)
A soil vapor extraction (SVE) system has been in operation at the subject site since July
1993- From July 1993 until September 2004, soil gases were drawn from three vapor extraction
points {VE-1, VE-2. and VIE-3. On September 29. 2004. four additional vapor extraction points
were brought on line (VE-4 through VE-7).
A ground water recovery and treatment unit has been in operation since October 1997.
Between October 1997 and September 29, 2004 ground water was recovered from one ground
water recovery well (RW-1). On September 29. 2004. a second ground water recovery well
(RW-2) was brought on line. Ground water is treated by an air stripper and then discharged to
the sanitary sewer under a permit issued by the City of Greensboro.

ATTACHMENT B
HYDROGEOLOGIC DESCRIPTION

ATTACHMENT B
HYDROGEOLOGIC DESCRIPTION
1.0 Regional Geologic Setting
The site is within the Piedmont physiographic province and within the Carolina Slate
Belt. The Geologic Map of North Carolina (1985) describes the bedrock underlying the site as
"metamorphosed granitic rock" of Proterozoic to late Cambrian age. The map unit for this rock
is GZg.
2.0 Significant Changes in Lithology
Saprolitic soils lie above fractured crystalline bedrock. The saprolite is approximately 40
feet thick in the area where injection activities are to take place. A transition zone is present
between the saprolite and underlying bedrock. The transition none is approximately 5 feet thick
in the area where injection activities are to take place. A Comprehensive Site Assessment
Report (CSA Report) prepared in May 1995 by RMT, Inc. {RMT} describes the site geology in
more detail. The enclosed CD includes a copy of this CSA Report. A copy of cross section A-
A' from the CSA Report is attached to this application package.
3.0 Hydraulic Parameters
In 1995, RMT performed numerous slug tests on project monitoring wells. The results
for the slug tests were summarized in a Comprehensive Site Assessment Addendum (CSA
Addendum Report). RMT reported that the geometric mean hydraulic conductivity for slug test
performed on fifteen saprolite wells was 7 " 10-5 centimeters per second (cmis). RMT reported
that the geometric mean hydraulic conductivity for slug test performed on ten transition zone
wells was 9 * 10.5 cmis. And RMT reported that the geometric mean hydraulic conductivity for
slug test performed on four bedock wells was 4 * 10"5 cm/s. A copy of the complete CSA
Addendum Report is included on the attached CO.
4.0 Depth to the Mean Seasonal High Water Table
The depth to the to the Mean Seasonal High Water Table in the vicinity of the area
where the injection is to take place is approximately 30 feet below grade.

ATTACHMENT ❑
INJECTION RATIONALE

ATTACHMENT 0
INJECTION RATIONALE
i.0 Goals of the Injection Project
The goals of the injection project are to reduce the mass of residual VOCs remaining the
vadose zone
2.0 Explanation and/or Calculations of How the Proposed lnjectant Volume and
Concentration Were Determined
In March 2010, Nesco Environmental collected soil and ground water samples from the
site. Measurements of various geochemical parameters in ground water were determined in the
field. Samples of soil and ground water were submitted to commercial laboratories for
additional analyses. A copy of an April 12, 2010 report is attached and summarizes the
findings.
Nesco Environmental solicited proposals from several vendors of remediation chemicals
with respect to their proposed technical approach to achieve the stated goals of the injection
project. Nesco Environmental recommended that the proposal from Regenesis be implemented
based upon a thorough review of the proposals. Regenesis performed calculations regarding
the volume and concentration of the injectant. A copy of an e-mail from Regenesis is attached
and includes an attachment which is output from a spreadsheet and shows the calculated
volumes.

3.0 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
Nesco Environmental requested that Regenesis provide it with information
regarding specific breakdown products or intermediate compounds that may be formed
by the injection of RegenOx into the subsurface. Regenesis provided the following
information:
Oxidation of PCE
Intermediates Formed:
a. Dichloroacetic acid
b. Trichloroacetic acid
c. Chloral
d. Methylene chloride
e. Chloroform
Oxidation of TCE
Intermediates Formed:
a. ❑ichloroacetic acid
b. Trichloroacetic acid
c. Chloral
d. Dichloroacetaidehyde
e. Trichioracetaldehyde
f. Methylene chloride
g. Chloroform
4.0 Summary Results of Modeling or Testing Performed to Investigate the Injectant's
Potential or Susceptibility to Change Conditions (Biological, Chemical or
Physical) in the Subsurface
Nesco Environmental requested that Regenesis provide it with information regarding
results of modeling or testing performed to investigate the injectant's potential or susceptibility to
change conditions (biological, chemical or physical) in the subsurface. Regenesis indicated that
it is expected that an increase will occur in the following parameters immediately after the
injection of RegenOx� pH, DO, CRP, specific conductance. iron, silica, sodium, and carbonate

1
Environmental
April 12, 2010
Samuel Niemann, CPG
The Wetlands Company, L.L.C.
PO Box 40998
Indianapolis, Indiana 46240-0998
Re. Source Area Soil and Ground Water Evaluation
ARAMARK Uniform & Career Apparel, Inc.
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No. 5540
Dear Mr. Niemann:
Nesco Environmental. P.L.L.C. (Nesco Environmental) conducted source area soil
and ground water sampling to gather information necessary to identify a technical approach
and estimate of costs to reduce contaminant impacts to soil and ground water in this core
area.
The primary contaminant at the site is tetrachloroethene or perchloroethylene (PCE).
An earlier assessment report prepared in 1988 indicates it is believed that accidental releases
of PCE occurred related to former PCE dry cleaning at the facility. PCE has not been stored
or used at the facility since 1987.
A soil vapor extraction (SVE) system has been operating at the site since July 1993.
A ground water extraction and treatment system has been operating at the site since October
1997. Although these remediation efforts have resulted in relatively significant decreases in
the concentration of volatile organic compounds (VOCs) in ground water, Nesco
Environmental is interested in hastening remediation by the injection of oxidizing chemicals,
bio-stimulants, biological agents. andlor other materials in the source area at the site.
Environmental and Geologic Services
P❑ Box 78222 Charlotte, NC 28271 + 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
Email [e-mail]

Mr. Sam Niemann
The Wetlands Company, L.L.0
April 12, 2010
Page 2
The site is within the Piedmont physiographic province. Saprolltic soils lie above
fractured crystalline bedrock. The saprolite is approximately 40 feet thick in the area where
injection activities are to take place. The water table is present within the saprolite at a depth
of approximately 30 feet below grade. A transition zone is present between the saprolite and
underlying bedrock. The transition zone is approximately 5 feet thick in the area where
injection activities are to take place. The transition zone has higher measured permeability
than the saprolite and is believed to act a preferential pathway for ground water flow.
On March 4, 2010. Nesco Environmental collected soil samples to better characterize
the site for remediation by injection of remediation chemicals or substances. Twelve soil
borings (Borings A through K) were advanced by direct -push techniques (DPT) south of the
facility building were PCE impacts are known to be present or are suspected. Figure 1 shows
the locations of these twelve borings. One soil boring (boring L) was advanced north of the
suspected source areas and is intended to represent background conditions site. Each
boring was advance to DPT refusal. Samples were collected from the twelve source area
borings at approximately 5-foot intervals. These samples were screened with a photo -
ionization detector (PID). A sample from each of these twelve borings was submitted to a
commercial laboratory for VOC analyses. With the exception of the sample from boring E, the
samples submitted for VOC analyses corresponded to the highest PID screening reading.
Samples from borings B. E. and L were also analyzed in a commercial laboratory for Total
Organic Carbon (TOC) and Chemical Oxygen Demand (COD). A sample from boring L was
submitted to FMC Corporation for analyses for soil oxidant demand. FMC used persulfate as
the oxidant and sodium hydroxide as an activator. Table 1 summarizes the results for the
analyses of soil samples. Copies of laboratory reports are included in Appendix I. Boring A
was advanced near the back door where PCE from the building was reportedly released and
borings G and H were advanced in the vicinity of the former ASTs.
On March 5, 2010, Nesco Environmental collected ground water samples from
monitoring wells MW-28. MW-3A. MW-3B, MW-4A, and MW-48 to better characterize the site
for remediation by injection of remediation chemicals or substances. The screens for
monitoring wells MW-3A and MW-4A are reportedly completed within the saprolite and
straddle the water table. The screens for monitoring wells MW-2B and MW-313 are reportedly
completed within the fractured crystalline bedrock. The screen for monitoring well MW-48 is
reportedly completed within the transition zone. Nesco Environmental lowered the probe of a

Mr. Sam Niemann
The Wetlands Company. L.L.0
April 12, 2016
Page 3
YSI ProPlus multi -parameter meter into these monitoring wells. After the reading stabilized,
Nesco Environmental recorded various field parameters which are summarized in Table 2.
Nesco Environmental pumped water from monitoring wells MW-3A, MW-3B. MW-4A, and
MW-413 though a flow cell into which the probe of the multi -parameter meter was inserted.
Table 3 summarizes the results for measurements taken using the flow cell. Nesco
Environmental collected samples from monitoring wells MW-3A, MW-4A, and MW-4B for
laboratory analyses for total iron, total manganese. dissolved iron, dissolved manganese,
nitrogen as nitrite, nitrogen as nitrate, nitrogen as nitrite and nitrate. sulfate, TOC, and COD.
Table 4 summarizes these laboratory results. Copies of laboratory reports included as
Appendix I,
Appendix II includes photographs which illustrate accessibility to possible injection
areas. It should be noted that monitoring well MW-3B is a "stick-up" well and it may not be
possible to position a drill rig west of MW-313 at the present time. Nesco Environmental
intends to cut down the "stick-up" to approximately 6 inches above grade so DPT drill rigs can
access the area west of this well.
The recovery wells and monitoring wells in the target area are constructed of stainless
steel. SVE wells in the target area are constructed of poly vinyl chloride. Injected chemicals
must not be destructive to the existing wells.
If you have any questions concerning this project, please contact me at [phone].
Sincerely,
NESCO ENVIRONMENTAL, P.L.L.0
Joseph P. Nestor, P.G., P.E.
President
JPNIjpn 20100412

TABLES

TABLE 1
SUMMARY OF LABORATORY ANALYSES FOR SOIL SAMPLES COLLECTED ON MARCH 5, 2010
ARAMARK UNIFORM AND CAREER APPAREL, L.L.C.
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
y
K
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is
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en
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= m
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rn
Q m
v
2 p
2
v
Q
Q z
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L 7v
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.._. Cal
z
en m
❑
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m
m
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rn
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2.
p
m
m
ran
z
z
p
Q
z
m
m
z
m
m
z
m
v
A-5
31.2
226
<3.7
<3.7
1.120
7.5
<3.7
<3.7
30 540
284
<3.7
<3.7
<7.3
32-137.5
NA
NA
NA
B-20
34.1
<100
<5.0
<&O
<5.0
<5.0
<5.0
<5.0
2.780
<5.0
<5.0
<5.0
<10
2 780
<500
74
NA
C-20
9.8
<83-6
<4.2
<4.2
<4.2
<4.2
<4.2
<4.2
<4.2
<4.2
<4.2
<4,2
<8A
0.0
NA
NA
NA
D-15
8.2
<97A
<4.9
<4.9
<4.9
<4.9
<4.9
<4.9
<4.9
<4.9
<C9
<4,9
<9,7
0.0
NA
NA
NA
E-33
2.9
<78.4
<3.9
<3.9
<3.9
<3.9
<3.9
<3.9
<3.9
<3.9
<3,9
<3.9
<7.8
0-0
<500
fib
NA
F-5
6.2
<104
<5.2
<5.2
<5-2
<5,2
<5.2
<5.2
<5.2
<5.2
<5.2
<5.2
<10.4
0-0
NA
NA
NA
G-20
51.8
78.5
<3.8
3.8
4.300
12.6
<3.8
17,400
<9,800
<3.8
<3.8
15.3
21.820-2
NA
NA
NA
H-15
61 A
<77.6
<3.9
<19
16.4
<3.9
<3.9
2.460
6.8
<3.9
<3.9
<7.8
2.483-2
NA
NA
NA
I-15
14.1
<99.7
<5.0
<5.0
<5,0
<5.D
<5.0
14
<5.0
<5.0
<5.0
<10
14.11
NA
NA
NA
J-5
8.8
181
<3-8
<3,8
<3,8
<3.8
<3.8
2NJA
13.9
<3.8
<3.8
<3.8
<7.7
20C9
NA
NA
NA
K-5
3.1
<74,1
10-8
<3.7
14.3
<3.7
31.i<3.7
<3.7
23 7
9.5
<7.4
97-7
NA
NA
NA
L-10-15
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
769
99
1.5
ppm-v - PARTS PERMILLION BY VOLUME
µglkg - MICROGRAMS PE KILOGRAM
mglkg - MItLIGRAMS PER KILOGRAM
mg/l -MILLIGRAMS PER LITER
g persulfate / kg soil - GRAMS Of PERSULFATE PER KILOGRAM OF SOIL
NA - NOT ANALYZE0 FOR THI5 PARAMETER

TABLE 2
SUMMARY OF GEOCHEMICAL PARAMETERS MEASURED IN SITU
MARCH 5, 2010
ARAMARK UNIFORM AND CAREER APPAREL, L.L.C.
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
v
m0
p
x
cn
o
�>
m
o
-0__q
m
0 M
U
C
rn-0
06
3
_uC
CD
OO _
rim
m
C
C2
mz
< Z X
p
m
.�
Z-_ C
-- -i m
0=
x
r-C
r> -n
m
m
Z
z
G27
a
m
m
MW-213
09:15
28
18.1
2.73
6.10
188.9
MW-3A
12:30
36
18.6
5.49
6.32
316.7
MW--313
13:05
45
18.4
6A
6.37
293.6
MW-4A
10:45
21
18.4
5.50
7.94
266.9
MW-4B
09:45
43
18.6
0.83
7.89
203.7
°C - DEGREES CELSIUS
mg/l - MILIGRAMS PER LITER
SU -STANDARD UNITS
mV - MILIVOLTS
MEASUREMENTS MADE BY NESCO ENVIRONMENTAL, P.L. L.C. USING YSI PRO PLUS METER.
NESCO ENVIRONEMNTAL IS CERTIFIED AS A FIELD LABORATORY BY NCDENR (CERTIFICATION NO. 5562)

TABLE 3
SUMMARY OF GEOCHEMICAL PARAMETERS MEASURED USING FLOW CELL
MARCH 5, 2010
ARAMARK UNIFORM AND CAREER APPAREL, L.L.C,
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
MW-3A
IT
�m
o
m 0
m
nc>
0
�
w
�25
m
m
6mm
❑
C)X
q
c2
Cz�
C
V' n0
vx
c
K
m
m
z
�m
❑
z
m T
r
r
12:50
0.1
19.7
8.61
6.97
290.3
12:51
1.0
18.9
8.27
6.79
285.0
12:51
1.5
18.8
8.11
6.67
285.9
12:51
2.0
18.8
8.04
6.60
286.9
12:51
4.0
18.7
7.92
6.53
288.0
12-51
5.0
18.8
7.96
6.47
290.4
12:51
6.0
18.8
8.06
6.38
295.3
MW-3B
>1a
410
mz
o
a
m°
m
cn
M K g
K
a
ao
m
rmr*
0
"�
En 0
v�
c
Czm
z0C
�-q
- -gym
5;v
m
m
z
�m
m T
r
r
13:09
0.1
17.7
6.95
6.70
294.5
1110
1.0
18.7
6.22
6.58
290.4
13:10
2.5
18.8
5.38
6A7
283.7
13:10
4.0
18.8
5.29
6.40
280.5
13:10
5.0
16.5
5.33
6.36
280.3
13:10
&0
18.8
5.36
1 6.33
280.5
13:10
7.5
18.8
5.40
6.35
281,E
13:10
9.0
18.8
5.43
6.31
282.7
1310
10.0
18.8
5.43
6.32
283.2
'C - DEGREES CELSIUS
mg/I - MILIGRAMS PER LITER
SU -STANDARD UNITS
mV- MILIVOLTS
MEASUREMENTS MADE BY NESCO ENVIRONMENTAL, P.L.L.C. USING YSI PRO PLUS METER.
NESCO ENVIRONEMNTAL IS CERTIFIED AS A FIELD LABORATORY BY NCDENR (CERTIFICATION NO. SS62)

TABLE 3
SUMMARY OF GEOCHEMICAL PARAMETERS MEASURED USING FLOW CELL
MARCH 5, 2010
ARAMARK UNIFORM AND CAREER APPAREL, L.L.C.
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
M W-4A
an
O
m_v
Q
m
cam
o
C
d
3 m?
r m
n�
v
ci
u,-n0
x
�v
0 C
m
�_
m
Sm
a
z
p
z
r m
r
10:55
0.1
17.0
8.52
8.02
270.2
10:57
0.2
18.1
8.43
7.74
256.4
11'01
0.3
18.1
8.47
7.48
249A
11:04
0.4
18.1
8.45
7.30
249.7
11:06
0.5
18.0
8.19
7.21
249.5
11:06:30
INCREASED FLOW RATE
1107
1.25
18.9
8.90
6.93
260.0
11:10
2.5
18.9
9.09
6.90
260.0
1112
3.5
18.9
9.22
6.84
260.0
1113
4.0
18.9
9.23
6.85
258.3
11 :14
PUMPED DRY AFTER REMOVING 5 GALLONS; DECREASED FLOW RATE
1115
5.6
19.5
6.90
6.90
254.8
1120
5.6
18.7
6.77
6.77
254.8
11:25
5.7
18.7
6.75
6.75
254.4
1130
5.8
18.3
6.74
6.74
318.7
MW-4B
nn
m_
a
x
m O
L)'m
m
o
�n
_o-
3
m
m
0�m
n�
� o
cm
C Zm
imp
x
�a
0
m
�
m
m
o
z
p
z
r T
r
10:04
0.1
18.4
3.50
8.58
189.2
10:07
0.2
18.3
2.89
8.80
189.6
10:09
0.5
18.9
3.25
9.01
190.1
10:12
1.5
19.2
4.14
9.38
192.8
10:17
3.0
1 19.4
-
--1
190.3
10:24
4.0
-
-
--
10,26
5.0
1 19.2
6 75
7.65
271.5
°C - DEGREES CELSIUS
mg/f - MILIG RAMS PER LITER
SU -STANDARD UNITS
mV - MILIVOLTS
MEASUREMENTS MADE BY NESCO ENVIRONMENTAL, P.L.L.C. USING Y51 PRO PLUS METER.
NESCO ENVIRONEMNTAL iS CERTIFIED AS A FIELD LABORATORY BY NCDENR [CERTIFICATION NO. 5562]

TABLE 4
SUMMARY OF GEGCHEMICAL PARAMETERS MEASURED BY LABORATORY ANALYSES
SAMPLES COLLECTED ON MARCH 5, 2010
ARAMARK UNIFORM AND CAREER APPAREL, L.L.C.
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
0
o
z
z
cn
m
�
z
°
-�
>
n
D
a
o
O
cn
a
C
mm
m
G)
._z
z
.,m-i
C
O
m
3>
s
c z
c�a m
3
c� �
3 z
cn
3
cn y
3 T
cn O
3
cn m
z
3 x
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"0
">
"©
�>
z
� cn
� �
z
� c 0
rnm
�-m
`"n
� G)
m
Z
�
O
G7
z
z
C?
z
z
>
m
m
m
ct)m
m
A
O
�
y
m
m
z
z
a
MW-3A
24.700
0.323
1.880
0.0453
2.3
18.7
21.0
37.8
12.2
37.8
MW-4A
2.290
0.0521
0.257
0.0156
1.9
0.40
2.3
40.8
3.7
40.80
MW-4B
0.0975
0.0068
0.0546
0.0176
6.2
<0.10
6.20
39.3
8.5
<25.0
mg/I - MILIGRAMS PER LITER

APPENDICES

APPENDIX I
LABORATORY REPORTS

Face Analytical S s, Inc. Pace Analytical Services, tric.
;aceAnalytical 2225 Riverside or 9600 1<indey Ave Suite
m psceiab+-um Asheville, NC 28804 Huntersvdie. NC 28078
[phone]
March 22. 2010
Mr. Joe Nestor
Nesco Environmental
PO Box 78222
Charlotte. NC 28271
RE. Project: ARAMARK - GSO
Pace Project No.: 9264745
Dear Mr. Nestor
Enclosed are the analytical results for samples) received by the laboratory ❑n March 05, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report. please feel free to contact me.
Sincerely,
Renee Spencer
renee.spencer[�7a pacelabs.com
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services. Inc.
[phone]
Page 1 of 33

a Pace Analytical S s, Inc. Pace Analytical Services, Inc.
ace
Analytical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
WWW pacelaha rom Asheville, NC 28804 Huntersville, NC 28076
[phone] [phone]
Project. ARAMARK - GS4
Pace Protect No.. 9264745
Charlotte Certification IDS
Connecticut Certification #: PH-0104
98DO Kincey Ave. - Ste 100 Huntersville, NC 28078
Kentucky LIST Certification #: 84
Louisiana/LELAP Certification #: 04034
New Jersey Certification * NCO 12
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #. 5342
North Carolina Wastewater Certification #; 12
CERTIFICATIONS
Pennsylvania Certification #: 68-00764
South Carolina Certification #: 990060001
South Carolina Drinking Water Cert. # 990060003
Tennessee Certification #: 04010
Virginia Certification #i 00213
West Virginia Certification # 357
FloridaFNELAP Certification #: E87627
REPORT OF LABORATORY ANALYSIS
This report shall no[ be reproduced, except rn full.
without the written can sent of Pare Analytical Services, inc.
Page 2 of 33

y Pace Analytical6 s, Inc. Pace Analytical Services, Inc.
ace Analytical 2225 Riverside Dr. 9800 Kincey Ave Suite 700
,wwr.,7dcelaos wrrr Asheville_ NC 28804 +(untersville, NC 28078
[phone] (70L4)875-9092
ANALYTICAL RESULTS
Project ARAMARK - GSQ
Pace Project No.: 9264745
Sample: A-5 Lab 1D. 9264745001 Collected 03/04/10 09:00 Received: 03/05/10 16:33 Matnx: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
826015035A Volatile Organics Analytical Method: EPA8260
Acetone
226 uglkg
73A
1
03/10/10 01:05
674A-1
Benzene
ND uglkg
3.7
1
03/10/10 01:05
71-43-2
Bromobenzene
ND uglkg
3.7
1
03/10/10 01:05
108-86-1
Bromochloromethane
ND uglkg
3.7
1
03/10/10 01:05
74-97.5
Bromodichloromethane
ND uglkg
3.7
1
03110/10 0 1:05
75-27-4
Bromoform
ND uglkg
3.7
1
03/10/10 OV05
75-26-2
Bromomethane
NO uglkg
7.3
1
0311011001:05
74-83-9
2-Butanone (MEK)
NO uglkg
73.4
1
03110/10 01:05
78-93-3
n-BWbenzene
NO uglkg
3.7
1
03f1O114 01:05
104-51-8
sec-Butyibenzene
NO uglkg
3.7
1
03/10/10 01:05
135-98-8
tent-Butylbenzene
ND uglkg
3.7
1
03/1Oil 0 0105
98-06-6
Carbon tetrachloride
NO uglkg
3.7
1
0311Oil 0 0105
56-23-5
Chlorobenzene
NO uglkg
3.7
1
03/1Oil 0 0105
108-90-7
Chloroethane
NO uglkg
T.3
1
03/10/10 01:05
75-00-3
Chloroform
ND uglkg
3.7
1
0300110 01:05
67-66-3
Chloromethane
NO uglkg
7.3
1
ON10/10 01 T5
74-07-3
2-Chlorotoluene
NO uglkg
17
1
03/10/10 01:05
95-49-8
4-Chlorotoluene
NO uglkg
3.7
1
03/10/10 01:05
106-43-4
1,2-Dibromo-3- chi oropropane
NO uglkg
3.7
1
0311011001:05
96-12-8
Dibromochloromethane
NO uglkg
17
1
03/1Oil 0 01:05
124-48-1
1.2-Dlbromoethane (EDB)
NO uglkg
3.7
1
03/10/10 01:05
106-93-4
Dibromomethane
NO uglkg
3.7
1
03/10/10 01:05
74-95-3
1,2-Dichlorobenzene
ND uglkg
3.7
1
03110/1001:05
95-50-1
1,3-Dichlorobenzene
NO uglkg
17
1
0311011001:05
541-73-1
1,4-Dichlorobenzene
ND uglkg
3.7
1
03110/1001:06
10646-7
Dichtorodiiluoromethane
NO uglkg
7.3
1
03/10/10 01:05
75-71-8
1,1-Dichloroethane
NO uglkg
3.7
1
03/10/10 01:05
75-34-3
1,2-Dichloroethane
NO uglkg
3.7
1
03110/1001:05
107-06-2
1,1-Dichloroethene
NO uglkg
3.7
1
03/10/10 01'05
75-35-4
as- 1.2-0ichloroethene
1120 uglkg
3.7
1
03/10/10 01:05
156-59-2
trans- 1,2-Dichloroethene
7.5 uglkg
3.7
1
03/1Oil 001:05
156-60-5
1,2-0ichloropropane
ND uglkg
3.7
1
D311 Oil 0 01 :05
78-87-5
1,3-Dichloropropene
ND uglkg
3.7
1
0311 Oil 0 01 :05
142-28-9
2,2-Dichloropropane
N❑ uglkg
3.7
1
03/1Oil 0 01:05
594-20-7
1,1-❑ichloropropene
N❑ uglkg
3.7
1
03/1 Oil 0 01 :05
563-SB-6
cis- 1.3-Dichloropropene
ND uglkg
3.7
1
0311Oil 0 01:05
10061-01-5
trans-1,3-Dichloropropene
ND uglkg
3.7
1
ON10140 01:05
10061-02.6
Diisopropyl ether
ND uglkg
3.7
1
03/1Oil 0 01'O5
108-20-3
Ethylbenzene
ND ugAg
3,7
1
03/10/10 01:05
100-41-4
Hexachloro-1,3-butadiene
NO uglkg
3.7
1
03/1011001:05
87-68-3
2-Hexanone
NO uglkg
36.7
1
03/10/10 01:05
591-78-8
isopropylbenzene (Cumene)
NO uglkg
3.7
1
03/10/10 01:05
98-82-8
p-Isopropyltoluene
ND uglkg
3.7
1
0311011001:05
99-87-6
Methylene Chloride
ND uglkg
14.7
1
03/10/10 01:05
75-09-2
4-Methyl-2-pentanone (MIBK)
ND uglkg
36,7
1
03/10/10 01:05
108-10-1
Methyl -tent -butyl ether
ND uglkg
3.7
1
03f10110 01:05
1634-044
Date: 03/22/2010 04:28 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consennttt of PFPacee+Analybral Services, Inc.
E
Page 3 of 33

Pace Analytical 5 a, Inc. Pace Analytical Services, inc.
2aceAnalytical 2225 Riverside Dr 4800 Kincey Ave Suite 100
www wre�ans wm Asheville. NC 28804 Huntersville, NC 28076
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No. 9264745
Sample: A-5 Lab 1D: 9264745001 Collected: 03/04/10 09-00 Received: 03/05110 16 33 Matrix Solid
Results reported on a "dry•weigh I" basis
Parameters Results Units Report Lim l OF Prepared Analyzed CAS No. Qual
826015035A Volatile Organics Analytical Method: EPA 8260
Naphthalene
NO uglkg
3.7
1
03/10/10 01:05
91-20-3
n-Propylbenzene
NO uglkg
3.7
1
03/10/10 01:05
103-65.1
Styrene
NO uglkg
3.7
1
03/10/10 01:05
100-42-5
1.1.1.2- Tetra chi oroetnane
ND uglkg
3.7
1
03/10/10 01:05
630-20-6
1.1,2.2- Tetra chiofoethane
NO uglkg
3.7
1
03/10110 01:05
79-34-5
Tetrachloroethene
30500 uglkg
1830
500
03/10/10 16:48
127-18-4
Toluene
IN uglkg
3.7
1
0311 Oil 01:05
108-88-3
1.2.3-ThchIorobe nzene
ND uglkg
3.7
1
03/10/1001 05
87-61-6
1,2,4-Trichi orobe nzene
ND uglkg
3.7
1
03/10/10 01:05
120-92-1
1,1.1-Tnchioroethane
NO uglkg
3.7
1
03/10/10 01:05
71-55-6
1,1.2-Trichicroethane
NO uglkg
3.7
1
0311011001.05
79-00-5
Trichloroethene
284 uglkg
3.7
1
0311Oil 001 05
79-01-6
Trichlarofluoromethane
NO uglkg
3.7
1
0311 Oil 01:05
75-69-4
1,2.3-Trichloropropane
NO uglkg
3.7
1
03110110 01:05
96-18-4
1,2.4•Trimethylbenzene
NO uglkg
3.7
1
03/10/10 01-05
95-63-6
1.3,5-Trimethyl bell zene
ND uglkg
3.7
1
03/10/10 01 05
108.67-8
Vinyl acetate
NO ugAg
36.7
1
03/10110 01:05
108-05-4
Vinyl chloride
ND uglkg
7.3
1
03/10/10 01 05
75-01-4
Xylene (Total)
NO uglkg
7.3
1
03/10/10 01:05
1330-20-7
M&p-Xylene
NO uglkg
7.3
1
03/10/10 01 05
1330-20-7
o-Xylene
NO uglkg
3.7
1
03/10/10 01:05
95-47-6
Dibromofluorome(hane (S)
126 %
79-116
1
03/10/10 01:05
1868-53.7
Toluene-d8 (S)
91 %
88-110
1
03110/10 01 05
2037-26-5
4-Bromoflucrobenzene (S)
79 %
74-115
1
03/10/10 01:05
460.00-4
1,2-Dichloroelhane-0 (S)
122 %
69-121
1
03110110 01:05
17060-07-0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
12.1 %
0.10
1
03108/10 15725
E
$2
S2
bate: 03122/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 4 of 33
This report shall not he reproduced. axcept 4n full.
without the wntten consent of Pace Analytical Services, Inc.
rmla&.

e Pace Analytical S, f, Inc. Pace Analytica I Services. Inc.
aceAnal fi c' J 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville. NC 28804 Huntersvdle, NC 28078
[phone] 17o4j875.9092
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No.: 9264745
Sample. B-20
Lab lD. 9264745002 Collected: 03/04/10 09:50 Received:
03/05/10 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters
Results Units
Report Limit
DF Prepared
Analyzed
CAS No, Qua)
826015035A Volatile Organics
Analytical Method. EPA 8260
Acetone
NO uglkg
100
1
03/10/10 01 23
67-64-1
Benzene
N❑ uglkg
5.0
1
0300110 01:23
71-43-2
Bromobenzene
N❑ uglkg
5.0
1
03/10/10 01:23
108-86-1
Bromochloro methane
NO uglkg
5.0
1
=10/10 01:23
74-97-5
Bromodirhioromethane
ND uglkg
5.t}
1
03/10/10 01:23
75-27-4
Bramoform
ND uglkg
5.0
1
03/10/10 0113
75-25-2
Bromomethane
NO uglkg
10
1
03/10/10 01:23
74-83-9
2-Butanone (MEK)
NO uglkg
100
1
03(10/10 01:23
78-93-3
n-Butylbenzene
NO uglkg
5.0
1
03110M0 D1:23
104-51-8
sec -Butyl benzene
NO uglkg
5.0
1
03/10110 01:23
135-98-8
tert-Butyl benzene
ND uglkg
5.0
1
03/10/10 01:23
98-06-6
Carbon tetrachloride
NO uglkg
5.0
1
03/10/10 01:23
56-23-5
Chlorobenzene
NO uglkg
5.0
1
03/10/10 01:23
108-90-7
Chloroethane
NO uglkg
10
1
03/10/10 01:23
75-00-3
Chloroform
NO uglkg
5.0
1
0311 D110 01:23
67-66-3
Chloromethane
ND uglkg
10
1
owl oil 0 01:23
74-87-3
2-Chlorotoiuene
N❑ uglkg
5.0
1
03/10/10 01:23
95-49-8
4-Chtorotoluene
NO uglkg
5.0
1
03/10/10 01 '23
106-43-4
1,2-Dibromo-3-chloropropane
ND uglkg
5.0
1
0311 O110 01:23
96-12-8
Dibromochloromethane
NO uglkg
5.0
1
03/10/10 01 23
124-48-1
1,2-Dibromoethane (EDB)
NO uglkg
5.0
1
0311 Oil 01:23
106-93-4
Dibromomethane
NO uglkg
5.0
1
0311ON0 01'23
74-95-3
1,2-Dichlorobenzene
NO uglkg
5.0
1
0311011001:23
95-50-1
1,3-Dichlorobenzene
NO uglkg
5.0
1
03/10/10 01:23
541-73-1
1,4-Dichlorobenzene
N ❑ uglkg
5.0
1
03/10/10 01:23
106-46-7
Dichloradifluaromethane
NO uglkg
10
1
03/10/10 01:23
75-71-8
1,1-Dichloroethane
ND uglkg
5.0
1
0311011001:23
75-34-3
1,2-Dichloroethane
NO uglkg
5.0
1
03/10/10 01;23
107-06-2
1,1-Dichloroethene
ND uglkg
5.0
1
03/10/10 01:23
75-35-4
cis -1,2-DichIoroethene
NO uglkg
5.0
1
03/10/1001'23
156-59-2
trans-1,2-Dichloroethene
ND uglkg
5.0
1
03/10/10 01:23
156-60-5
12-Dichloropropane
ND uglkg
5.0
1
03/1011001:23
78.87-5
1,3•Dichloropropane
ND uglkg
5.0
1
03110/1001:23
142-28.9
2,2-Dichloropropane
ND uglkg
5.0
1
03/10/10 01:23
594-20-7
1,1-Dichlorapropene
N❑ uglkg
5.0
1
03/10/10 01:23
563-58-6
ds-1,3-Dichloropropene
ND uglkg
5.0
1
03/10/10 01:23
10061-01-5
trans-1,3-Dichloropropene
N❑ uglkg
5.0
1
03110/10 01:23
10061-02-6
Diisopropyl ether
ND uglkg
5.0
1
03/10/10 01:23
108-20-3
Ethyibenzene
ND uglkg
5.0
1
03/10/10 01.23
100-41-4
Hexachlaro-1 ,3-butadiene
NO uglkg
5.0
1
03/10/10 01:23
87-68-3
2-Hexanone
NO uglkg
50.0
1
Owl 0/1 O 0113
591-7"
Isopropylbenzene (Cumene)
NO uglkg
5.0
1
03/10/10 01 23
98-82-8
p-Isopropyitoluene
NO uglkg
5.0
1
03/10110 01:23
99-87-6
Methylene Chloride
NO uglkg
20.0
1
03/10/10 01:23
75-09-2
4-Methyi-2-pentanone (MIBK)
NO uglkg
50.0
1
031101100123
108-10-1
Methyl -tent -butyl ether
NO uglkg
5.0
1
ON10/10 01:23
1634-04-4
Date: 03/22/2010 04:28 PM
REPORT OF LABORATORY ANALYSIS
Page 5 of 33
This report shall not be reproduced, except in full.
without the wntten consent of Pace Analytical Servloes, Inc

r. Pace Analytical S, s, Inc. Pace Analytical Services, Inc.
aceAnalyf ol 2225 Riverside Dr 9800 Kincey Ave Suite 100
www.pareraQs.cco) Asheville. NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No. 9264745
Sample: B-20 Lab ID 9264745002 Collected: 03104110 09:50 Received: 03/05/10 16:33 Matrix: Solid
Results reported an a "dry -weight" basis
Parameters Results Units Report Limil OF Prepared Analyzed CAS No. Qua]
826015035A Volatile organics Analytical Method- EPA 8260
Naphthalene
NO uglkg
5.0
1
0311Oil 0 01:23
91-20-3
n-Propylbenzene
N❑ uglkg
5.0
1
03/10/10 01:23
103-65-1
Styrene
NO uglkg
5.0
1
03110/10 01:23
100-42.5
1.1.1,2-Tetrachloroethane
NO uglkg
5.0
1
03/10/10 0123
630-20-6
1.1.2.2-Tetrachtoroethane
ND uglkg
5.0
1
03/10/10 01:23
79-34-5
Tetrachloroethene
2780 uglkg
481
100
03/10/10 15:30
127-18-4
Toluene
ND uglkg
5.0
1
03/10/10 0123
108-88-3
1.2.3-Trichlorobenzene
ND uglkg
5.0
1
0311011001:23
87-61-6
12,4-Trichlorobenzene
ND uglkg
5.0
1
03/10/1001 23
120-82-1
1,1.1-Trichtoroethane
ND uglkg
5.0
1
03/10/10 01:23
71-55-6
1,1.2-Trichtoroethane
N❑ uglka
5.0
1
0311011001:23
79.00-5
Trichloroethene
ND uglkg
5.0
1
03110/1001:23
79-01-6
Trichioraflucromethane
ND uglkg
5.0
1
03/10/10 0123
75-69-4
1,2.3-Trichloropropane
ND uglkg
5.0
1
0311011001:23
96-18-4
1,2,4-Trimethylbenzene
ND uglkg
5.0
1
03/1011001:23
95-63-6
1,3.5-Trimethylbenzene
ND uglkg
5.0
1
0311011001.23
108-67-8
Vinyl acetate
ND uglkg
50.0
1
03/10/10 01:23
108-05--4
Vinyl chloride
NO uglkg
10
t
03/10110 01:23
75-01-4
Xylene (Total)
NO uglkg
10
1
03110/10 61:23
1330-20.7
m&p-Xylene
NO uglkg
10
1
03110/10 01:23
1330-20-7
o-Xylene
N❑ uglkg
5.0
1
0311Oil 0 01:23
95-47-6
❑ibromolluaromethane (S)
119 %
79.116
1
03/10/10 01:23
1868-53-7
Toluene-d8 (S)
103 %
88-110
1
03/10/10 01:23
2037-26-5
4-Bromofluoroben2ene(S)
93 %
74-115
1
03110110 01 :23
460-00.4
1.2-Dichloroethane-d4 (S)
115 %
69-121
1
03110/10 0123
17060-07-0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
20.7 %
0.10
1
03/08/10 15:25
S2
Date: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 6 of 33
This report shall not be reproduced. except in full.
without the written consent of Pace
+Analyhcal Services, Inc.

aPace Analyti
cal S s, Inc. Pace Analytical Services, Inc.
ceAnapica�> 2225 Riverside Dr. 9800 Kmcey Ave. Suite 100
www r73ce+aDs a;r. Asheville NC 28804 Huntersvdle NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project ARAMARK
- GSO
Pace Protect No.. 9264745
Sample! C•20
Lab ID.- 9264745003 Collected: 03/04/10 10:20 Received
03/05/10 16:33 Matrix. Solid
Results reported on a "dry -weigh I" basis
Parameters
Results Units
Report Limit
DF Prepared
Analyzed
CAS No. Qual
826015035A Volatile Organics
Analytical Method. EPA8260
Acetone
ND uglkg
83.6
1
03/10/10 01.-41
67-64-1
Benzene
NO uglkg
4.2
1
03110/1001Al
71-43-2
Bromobenzene
NO uglkg
4.2
1
03110/10 01:41
108-86-1
Bromochlorometnane
ND uglkg
4.2
1
03/10/10 01:41
74-97-5
Bromodichloromethane
ND uglkg
4.2
1
03/10/10 01 41
75.27-4
Bromoform
NO uglkg
4.2
1
03/10/10 01:41
75-25.2
Bromomethane
NO uglkg
8.4
1
03110/10 01:41
74-83.9
2-Butanone (MEK)
NO uglkg
83.6
1
03110/10 01:41
78-93-3
n-Butylbenzerie
NO uglkg
4.2
1
03110/10 01 :41
104-51-8
sec-Butylbenzene
NO uglkg
4.2
1
03/10/10 01:41
135-98-8
tert-Butylbenzene
NO uglkg
4.2
1
03110/10 01:41
98-06-6
Carbon tetrachloride
NO uglkg
4.2
1
03/10/10 01:41
56-23-5
Chlorobenzene
NO uglkg
4.2
1
03/10110 01:41
108-90-7
Chloroethane
NO uglkg
8.4
1
03/10/10 01:41
75-00-3
Chloroform
ND uglkg
4.2
1
03110/10 01:41
67.66.3
Chloromethane
ND uglkg
8.4
1
03110/10 01:41
74-87-3
2-Chlorotoluene
ND uglkg
4.2
1
03/10/10 01:41
95-49-8
4-Chlorotoluene
ND uglkg
4.2
1
03110/10 01:41
106-43-4
1,2-Dibromo-3-chloropropane
ND uglkg
4.2
1
0311011001:41
96-12.8
Dibromochloromethane
ND uglkg
4.2
1
03/10/10 01:41
124-48.1
1,2-❑Ibromoethane(EDB)
NO uglkg
4.2
1
0311 Oil 0 01 : 41
106-93-4
Dibromomethane
NO uglkg
4.2
1
03/10/10 01:41
74-95-3
1.2-Dichlorobenzene
ND uglkg
4.2
1
0311Oil 0 01:41
95-50-1
1,3-Diclniorobenzene
NO uglkg
4.2
1
03/1011001:41
541-73-1
1.4-Dlchiorobenzene
NO uglkg
4.2
1
0311Oil 0 01.41
106-46-7
Dichlorodifuoromethane
ND uglkg
8.4
1
03/10/10 01:41
75-71-8
1.1-Dichloroethane
NO uglkg
4.2
1
03/10110 01:41
75.34-3
1.2-Dichioroethane
NO uglkg
4.2
1
0311Oil 0 01:41
107-06-2
1,1-1)ichloroethene
ND uglkg
4.2
1
03/10/10 01.41
75-35-4
Cis-1.2-DlchIoroethene
ND uglkg
4.2
1
0311Oil 0 01:41
156-59-2
trans-1,2-DichIoroethene
N❑ uglkg
4.2
1
03110/10 01:41
156-60-5
1,2-Dichloropropane
IN uglkg
4.2
1
03/1Oil D 01:41
78-87-5
1.3-Dichloropropane
ND uglkg
4.2
1
03/10/10 01:41
142-28.9
2,2-DlChloropropane
NO uglkg
4.2
1
03)1Oil 001:41
594-20-7
1. 1 -Dichloropropene
ND uglkg
4.2
1
0311Oil 0 01:41
563-58-6
Cis-1.3-Dichtoropropene
ND uglkg
4.2
1
03110/10 01:41
10061-01-5
trans-1.3-Dichtoropropene
NO uglkg
4.2
1
03/10/10 01:41
10061-02-6
Dlisopropyl ether
NO uglkg
4.2
1
03/1Oil 0 01:41
108-20-3
Ethylbenzene
NO uglkg
4.2
1
0311011001:41
100-41-4
Hexachlaro-1,3-butad iene
ND uglkg
4.2
1
0311D11001:41
87-68-3
2-Hexanone
NO uglkg
41.8
1
03/10/10 01:41
591-78-6
Isopropylbenzene (Cumene)
NO uglkg
4.2
1
03/10/10 01:41
98.82-8
p-Isopropyltoluene
NO uglkg
4.2
1
03110/10 01:41
99.87-6
Methylene Chloride
NO uglkg
16.7
1
03/10/10 01:41
75.09-2
4•Methyl-2-pentanone(MIBK)
ND uglkg
41.8
1
03110/10 01 :41
108-10-1
Methyl-tert-butyl ether
ND uglkg
4.2
1
03/10/10 01:41
1634-04-4
bate: 03122J2010 04:28 PM
REPORT OF LABORATORY ANALYSIS
Page 7 of 33
This report shall not be reproduced, except in full.
without the written can5e}nI of�Pace
+AnaIyucal Services- Inc

acem Pace Analytical & r, Inc. Pace Arta lytical Services. Inc.
r Analyfical 2225 Riverside ❑r. 9800 Kincey Ave. Sucre 100
www y cram Asheville. NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK
Pace Project No.: 9264745
- GSQ
Sample: 0-20
Lab ID: 9264745003 Collected:
03/04110 1020
Received 03105/10 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters
Results Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
826016035A Volatile Organic$
Analytical Method: EPA 8260
Naphthalene
NO uglkg
4.2
1
03/10/10 01:41
91-20-3
n-Propylbenzene
NO uglkg
4.2
1
03/10/10 01:41
103-65-1
Styrene
NO uglkg
4.2
1
03/10/10 01:41
100-42-5
1.1.1,2-Tetrachioroethane
NO uglkg
4.2
1
03/10/10 01:41
630-20-6
1,1,2,2-Tetrachioroethane
NO uglkg
4.2
1
0311011001:41
79-34-5
Tetrachloroethene
NO uglkg
4,2
1
03/10/10 01;41
127-18-4
Toluene
NO uglkg
4.2
1
03/10/10 01;41
108-88-3
1,2,3-Trichlorobe nzene
N❑ uglkg
4.2
1
03/10/10 01:41
87-61-6
1,2,4-Tdchlorobenzene
NO uglkg
4.2
1
03110/10 01:41
12D-82-1
1,11-Tdchloroethane
NO uglkg
4.2
1
03/10/10 01-41
71-55-6
1,1,2-Tdchloroethane
ND uglkg
4.2
1
03/10110 01:41
79-00-5
Trichloroethene
NO uglkg
4.2
1
0311 Oil 01;41
79-01-6
Trichlorolluoromethene
NO uglkg
4.2
1
0311011001;41
75-69-4
1,2,3-Trichloropropane
NO uglkg
4.2
1
0311Oil 001:41
96-18-4
1,2,4-Trimethylbenzene
ND uglkg
4.2
1
03/10110 01:41
95-63-6
1,3,5-Trimethylbenzene
NO uglkg
4.2
1
03110/1001:41
108-67-8
Vinyl acetate
NO uglkg
41.8
1
03/10/10 01:41
108-05-4
Vinyl chloride
ND uglkg
8A
1
03110/1001:41
75-01-4
Xylene (Total)
NO uglkg
8A
1
03/10/10 01:41
1330-20-7
m&p-Xylene
ND uglkg
8.4
1
03/10110 01:41
1330-20-7
o-Xylene
NO uglkg
4.2
1
03/10/10 01:41
9547-6
Dibromofluoromethane (S)
117 %
79-116
1
03/10/10 01:41
1868-53-7 S2
Toluene -dB (S)
101 %
88-110
1
03/10110 01:41
2037-26-5
4-BromoAuorobenzene (S)
95 °%
74-115
1
ON10/10 01:41
460-00-4
1,2-Dichloroethane-d4 (S)
116 %
69-121
1
03/10/10 01:41
17060-07-0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
16.3 %
0.10
1
03/08/10 15:25
Date: OW22/2010 0428 PM REPORT OF LABORATORY ANALYSIS Page 8 of 33
This report shall not be reproduced, except in full,
without the written Consent of Pace Analytical Services, Inc.

A� f r� e Pace Analytical S I. Inc. PaceAnalyticaI Services, Inc.
ceAna1Xi4Rr� 2225 Riverside Or 9800 ICincey Ave. Su to 100
WvwpDoWads_wm Asheville, NC 28804 Hunterswlle, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Protect. ARAMARK - GSO
Pace Project No.: 9264745
Sample: ❑-15
Lab I0: 9264745004 Collected. 03/04/10 10:30
Received: 03/05/10 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters
Results units
Report Limit
OF
Prepared Analyzed
CAS No. Quai
826015035A Volatile Organics
Analytical Method: EPA 8260
Acetone
ND ugikg
97.4
1
03/10/10 01:59
67-64-1
Benzene
N❑ ugikg
4.9
1
0311011001:59
71-43-2
Bromobenzene
ND ugikg
4.9
1
03J10/1001159
108-86-1
Bromochloromethane
ND ugikg
4.9
1
03110/1001:59
74-97-5
Bromodichloromethane
NO ugikg
4.9
1
0311011001:59
75-274
Bromoform
ND ugikg
4.9
1
03110/1001:59
75-25-2
Bromomethane
ND ugikg
9.7
1
0311011001:59
74-83-9
2-Butanone(MEK)
ND ugikg
97.4
1
03110/10 01 .59
76-93-3
n-Butylbenzene
ND uglkg
4.9
1
0311011001:59
104-51-8
sec-Butylbenzene
ND ugikg
4.9
1
03110/10 01 :59
135-98-8
tert-Butylbenzene
ND ugikg
4.9
1
03/10/10 01:59
98-06-6
Carbon tetrachloride
ND ugikg
4.9
1
03/10/10 01 59
56-23-5
Chlorobenzene
NO ugikg
4.9
1
03/10/10 01:59
108-90.7
Chlaroethane
NO uglkg
9.7
1
03110/10 01:59
75-00-3
Chloroform
ND uglkg
4.9
1
03/10/10 01:59
67.66-3
Chloromethane
NO uglkg
9.7
1
03/10/10 01:59
74-87-3
2-Chloratoluene
NO ugikg
4.9
1
03/10/10 01:59
95.49-8
4-Chlorotoluene
ND uglkg
4.9
1
03/10/10 01:59
106-43-4
1,2-Dibromo-3-chloropropane
ND uglkg
4.9
1
03110/10 01:59
96-12-6
Dibromochioromethane
ND ugikg
4.9
1
0311N100159
124-48-1
12-Dibromoethane (EDB)
ND ugikg
4.9
1
03110110 01:59
106-93-4
Dibromomethane
NO uglkg
4.9
1
03/10110 01:59
74-95-3
1 2-Dichlorobenzene
NO ugikg
4.9
1
03/10/10 01:59
95-50-1
1.3-Dichlorobenzene
NO ugikg
4.9
1
0311011001:59
541-73-1
1,4-Dichlorohenzene
ND uglkg
4.9
1
03/10/10 01:59
106-46-7
Dichlorodifluoromethane
N❑ uglkg
9.7
1
0311011001:59
75-71-8
1.1-❑iohloroethane
NO ugikg
4.9
1
0311011001:59
75-34.3
1,2-Dichloroethane
NO ugikg
4.9
1
03/10/10 01:59
107-06-2
1,1-Dichloroethene
ND ugikg
4.9
1
0311011001:59
75-35-4
cis-1,2-Dichloroethene
ND uglkg
4.9
1
03110110 01 :59
156-59.2
trans-1.2-Dichloroethene
ND ugikg
4.9
1
03/10/10 01.59
156-60-5
1,2-Dichloropropane
ND ugikg
4.9
1
03/10/10 01:59
78.87.5
1,3-Dichloropropane
ND ugikg
4.9
1
0311011001.59
142-28-9
2,2-Dichloropropane
NO ugikg
4.9
1
03/10/10 01:59
594.20-7
1.1-Dichloropropane
NO uglkg
49
1
03/10/10 01:59
563-58-6
cis-1,3-❑Ichloropropene
ND ugikg
4.9
1
03/1011001.59
10061-01-5
trans-1.3-0ich10ropropene
N❑ ugikg
4.9
1
0311Oil 0 01:59
10061-02-6
Diisopropyl ether
NO ugikg
4.9
1
0311011001:59
108.20.3
Ethylbenzene
ND ugikg
4.9
1
03/10/1001 59
100-41-4
Hexachlorc-1,3-butadlene
NO ugikg
4.9
1
0311011001-59
87-68-3
2-Hexanone
ND ugikg
48.7
1
03/10/10 01:59
591-78-6
Isopropylbenzene {Cumene}
ND ugncg
4.9
1
03/10/10 01.59
96-82.8
p-Isopropyltoluene
ND ugikg
4.9
1
03/10/10 01:59
99-87-6
Methylene Chloride
NO uglkg
19.5
1
03/10/10 01:59
75-09.2
4-Methyl-2-pentanone (MIBK)
ND ugikg
48.7
1
03110/10 01:59
108-10-1
Methyl-tert-butyl ether
NO ugikg
4.9
1
03/10/10 01.59
1634.04-4
Date: OT22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 9 of 33
This report shall not be reproduces. except in full.
without the written consent of Pace
Analytical Services, Inc

® Pace Analytical€. s, Inc. Pace Analytical Soryle", Inc.
llceAnalXical 2225 Riverside Dr. 9800 K;ncey Ave. Suite 100
W,N,P90waliSoo„ Asheville, NC 28804 Huntensville, NC 28078
[phone] {704}675-9092
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No.: 9264745
Sample: D-15 Lab ID: 9264745004 Collected. 03/04/10 10:30 Received: ONM10 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
8260/5035A Volatile Organics Analytical Method EPA 8260
Naphthalene
ND uglkg
4.9
1
03/10/10 01:59
91-20-3
n-Propyibenzene
ND uglkg
4.9
1
03/10/10 01:59
103-65-1
Styrene
ND uglkg
4.9
1
03/10/10 01:59
100-42-5
1,1,1.2-Tetrachloroethane
NO uglkg
4.9
1
03/10/10 01:59
630-20-6
1.1.2,2-Tetrachloroethane
ND uglkg
4.9
1
0311000 01-59
79-34-5
Tetrachloroethene
ND uglkg
4.9
1
03110/10 01:59
127-18-4
Toluene
ND uglkg
4.9
1
03/10/10 01759
108-88-3
12,3-Trichlorobenzene
ND uglkg
4.9
1
03/10/10 01:59
87-61-6
1,2,4-Trichlorobenzene
NO uglkg
4.9
1
03110/10 01.59
120-82-1
1,1,1-Thchioroethane
ND uglkg
4.9
1
03/10/1001:59
71-55-6
1.1,2-Trichloroethane
NO uglkg
4.9
1
03110/10 01:59
79-00-5
Trichloroethene
NO uglkg
4.9
1
03/10/10 01.59
79-01-6
Thchlorofiuoromethane
ND uglkg
4.9
1
03/10/10 01:59
75.69-4
1,2,3-Trichloropropane
NO uglkg
4.9
1
03/1011001:59
96-18-4
12,4-Trimethylhenzene
ND uglkg
4.9
1
03110/1001:59
95-63-6
1,3,5-Thmethylbenzene
ND uglkg
4.9
1
0311011001:59
108-67-8
Vinyl acetate
NO uglkg
48.7
1
03110/10 01:59
108-05-4
Vinyl chloride
NO uglkg
9.7
1
03/10/10 01:59
75-01-4
xylene (Total)
NO uglkg
9.7
1
03/10/10 01.59
1330-20-7
m&p-ltyiene
NO uglkg
9.7
1
03/10/10 01:59
1330-20-7
o•Xylene
ND uglkg
4.9
1
03/10/10 01 59
9547-6
Dibromoeuoromethane (S)
115 %
79-116
1
D3110110 01:59
1868-53-7
Toluene-d8 (S)
104 %
88-110
1
03/10/10 01:59
2037-26-5
4-Bromofluorobenzene (S)
97 %
74-115
1
03/10/10 01:59
460-ODD
1,2-Dichloroethane-d4 (S)
118 %
69-121
1
0300110 01:59
17060-07-0
Percent Molsture
Analytical Method: ASTM D2974-87
Percent Moisture
24.8 %
0.10
1
03/08/10 15:25
Date: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 10 of 33
This report shall not be reproduced, except In full.
without the written consent of Pace Anal ypcal Services, Inc..

e Pace Analytic �icea, Inc. Pace Anatyt I Services, Inc.
aeeAnalytrcal 2225 Riverside Or 9800 KmceyAve. Surte 100
www p"aha co Asheville, NC 28804 Hantersvnle. NC 28078
ANALYTICAL RESULTS
Project: ARAMARK - GSO
[phone]
[phone]
Paoe Project No-: 9264745
Sample: E•33 Lab ID: 9264745005 Coilecled: 03ia4110 11:10 Received- 03105110 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
82601SO36A Volatile Organics Analytical Method. EPA8260
Acetone
N❑ uglkg
784
1
03/10/10 02:17
67-64-1
Benzene
N❑ uglkg
3.9
1
03/10/10 02:17
71-43-2
Bromobenzene
ND uglkg
3.9
1
03/10/10 02:17
108-86-1
Bromochlorornethane
ND uglkg
3.9
1
03110/10 02:17
74.97-5
Bromodichloromethane
ND uglkg
3.9
1
03/10/10 02:17
75-27-4
Bromolorm
N❑ uglkg
3.9
1
03/10/10 02.17
75-25-2
Bromomethane
ND uglkg
7.8
1
03/10/10 02:17
74-83-9
2-Butanone (MEK)
NO uglkg
78.4
1
03/10/10 02:17
78-93-3
n-Butylbentene
NO ugNg
&9
1
03/10/10 02:17
104-51-8
sec-Butylbenzene
NO uglkg
3.9
1
03/10/10 02:17
135-98-8
tert-Butyl benzene
NO uglkg
3.9
1
03/10/10 02:17
98-06-6
Carbon tetrachloride
NO uglkg
3.9
1
03/10/10 02:17
56-23-5
Chlorobenzene
NO ugxkg
3.9
1
03/10/10 02:17
108-90-7
Chloroethane
NO uglkg
7.8
1
03/10110 02:17
75-00-3
Chloroform
NO uglkg
3.9
1
03/10/10 02:17
67-66--3
Chloromethane
ND uglkg
7.8
1
03/10/10 02-17
74-87-3
2-Chlorotoluene
NO uglkg
3.9
1
03/10/10 02,17
95-49-8
4-Chlorotaluene
NO uglkg
3.9
1
03/10/10 02:17
106-43-4
12-Dibromo-3-chlor0pr0pane
NO uglkg
3.9
1
03110/10 02:17
96-12-8
DibromochlDromethane
NO uglkg
3.9
1
03/10/10 02:17
124-48-1
1,2-Dibromoethane(EDB)
NO uglkg
3.9
1
03/1011002-17
106-93-4
Dibromomethane
NO uglkg
3.9
1
03/10/10 02:17
74-95-3
1.2-❑ichlorobenzene
NO uglkg
3-9
1
03/10/10 02:17
95-50-1
1,3-Dichiorobenzene
NO uglkg
3.9
1
0311011002:17
541-73-1
1,4-Dichlorobenzene
NO uglkg
3.9
1
031100002:17
106-46-7
Dichlorodifiuoromethane
NO uglkg
7,8
1
03/10/10 02:17
75-71-8
1,1-Dichloroethane
NO ugAg
3.9
1
03/10/10 02:17
75.34-3
1,2-Dichloroethane
NO ug/kg
3.9
1
03/10/10 02:17
107-06-2
1,1-Dichioroethene
ND uglkg
3.9
1
03/10/10 02:17
75-35-4
cis-1,2-Dichloroethene
NO uglkg
3.9
1
03110/10 02:17
156-59-2
tracts-1,2-DichWoe thene
ND uglkg
3.9
1
03110/10 02:17
156-60-5
1,2-Dichloropropane
N❑ uglkg
3.9
1
03/10/10 02:17
78-87-5
1,3-Dichloropropane
ND uglkg
19
1
03/10/10 02:17
142-28-9
2,2-Dichlaropropane
ND ug/kg
3.9
1
03/10/10 02.17
594-20-7
1.1-Dichloropropene
ND uglkg
3.9
1
0311Of1002:17
563-58-6
cis-1,3-Dichloropropene
ND uglkg
19
1
ON1Of1002:17
10061-01-5
trains -1,3-Dichloropropene
ND uglkg
3.9
1
0311011002.17
10061-02-6
Diisopropyl ether
NO uglkg
3.9
1
03/10/10 02:17
108-20-3
Ethyibenzene
NO uglkg
19
1
03/10/10 02:17
100-41-4
Hexachloro-1.3-butadiene
NO uglkg
19
1
03/10/10 02:17
87-68-3
2-Hexanone
NO uglkg
39.2
1
03/10/10 02:17
591-78-6
1 sopropyl benzene (Cumene)
NO uglkg
3.9
1
03/10/10 02:17
98-82-8
p-i'sopropyltoluene
NO uglkg
19
1
03/10/10 02:17
W87-6
Methylene Chloride
NO uglkg
15.7
1
03/10/10 02:17
75-09-2
4-Metht yl-2-pentanone (W13K)
NO uglkg
39.2
1
03/10/10 0217
108-10-1
M ethyl -tert-butyl ether
ND uglkg
3.9
1
03/10/10 02:17
1634-04-4
Dale: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 11 of 33
This report shall not be reproduced, except in Full
without the written consent of PP.ace Analytical Services- Inc.

Pace Analytic vices, Inc. Pace Anaiyti•caI Sery lees. Inc-
acQmaivical . 2225 Riverside Dr 9800 Kinsey Ave. Suite 100
www pacVdbs Qom Asheville, INC 28804 Huntemv lle. NC 281378
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK - GS0
Pace Project No.: 9264745
Sample: E•33 Lab 10: 9264745005 Collected. 03/04/10 11:10 Received: 03/05110 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit ❑F Prepared Analyzed CAS No. Qual
8260r5036A Volatile organics
Analytical Method: EPA8260
Naphthalene
ND uglkg
n-Propylbenzene
N❑ uglkg
Styrene
ND uglkg
1.1.1.2-Tetra chloroethane
N❑ uglkg
1.1.2.2- Tetra chloroethane
ND uglkg
Tetra chloroethene
ND uglkg
Toluene
ND uglkg
1,2,3-Trichlorobenzene
ND uglkg
1.2,4-TrlChlorobenzene
ND uglkg
1.1,1-Tn010roethane
ND uglkg
1.12-Trichloroethane
ND uglkg
Trichloroethene
ND uglkg
TrlChlorofluoromelhane
ND uglkg
1,2,3-Trichloropropane
ND uglkg
1.2,4-Trimethylbenzene
ND uglkg
1-3,5•Tnmet hyIbenzene
ND uglkg
Vinyl acetate
ND ug1Ng
Vinyl chlonde
ND uglkg
Xylene (Total)
ND uglNg
m&p-Xylene
ND uglkg
o-Xylene
ND uglkg
Dibromofluoromethane (S)
100 %
Toluene-d8 (S)
102 %
443romafluorobenzene (S)
96 %
1,2-Dichlaroethane-d4 (S)
100 °%
Percent Moisture Analytical Method: ASTM D2974-87
Percent Moisture 6.8 %
Date: 03/22/2010 04-28 PM
3.9 1
3.9 1
3-9 1
3.9 1
3-9 1
3.9 1
3-9 1
3-9 1
3,9 1
3-9 1
3,9 1
3-9 1
3.9 1
3.9 1
3.9 1
3.9 1
39.2 1
7.8 1
7.8 1
7.8 1
3.9 1
79-116 1
88-110 1
74-115 t
69-121 1
0-10 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced. except in full
without the written consent of Pace Analytical Servzes, Inc
03110/1002-17
91-20-3
03110110 02:17
103-65-1
03/10/10 02-17
100-42.5
03/10/10 0217
630-20-6
03/10/10 02-17
79.34.5
03110/10 02-17
127-18-4
03110/10 02717
108-88-3
03110/10 02-17
87.61-6
03/10/10 02:17
120-82-1
03/10/10 02.17
71-55-6
03/10/10 02.17
79-00-5
03110110 0217
79-01.6
03110110 02:17
75-69-4
03/10/10 02:17
96.18-4
03/10/10 02:17
95-63-6
03/10/10 02:17
108-67.8
0311Oil 0 02:17
108-05-4
03/10110 02:17
75-01.4
03/10/10 02:17
1330-20-7
03110/10 02-17
1330-20-7
03110/10 02:17
95-47-6
03110/10 02:17
1868-53-7
03110/10 02.17
2037-26-5
03/10110 02:17
460-00-4
03/10/10 02:17
17060-07-0
03/08/10 1530
Page 12 of 33

e Pace Analytic_. _.. vices. Inc. Pace Analytical Services, Inc.
MAnalytical 2225 Riverside Dr. 9800 Kincey Ave. suite 100
wwwpacebbs coo Asheville, NC 28804 Huntersville, NC 28078
[phone] i704y875-9092
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No.- 9264745
Sample: F-5 Lab ID: 9264745006 Collected. 031D4/10 11:35 Received: 03/05/10 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
826015035A Volatile Organics Analytical Method: EPA 8260
Acetone
N❑ uglkg
104
1
03/10/10 02:36
67-64-1
Benzene
N❑ uglkg
5.2
1
03/10/10 02:36
71-43-2
Bromobenzene
NO ugikg
5.2
1
03/10/10 02:36
108-86-1
Bromochloromethane
N❑ uglkg
52
1
03/10/10 02:36
74-97-5
Bromodichloromethane
NO uglkg
5.2
1
03/10110 02:36
75-27-4
Bromoform
ND uglkg
5.2
1
03/10/10 02:36
75-25-2
Bromomethane
ND uglkg
10.4
1
03/10/10 02:36
74-83-9
2-Butanone (MEK)
ND uglkg
104
1
03/10/10 0236
78-93-3
n-Butylbenzene
NO uglkg
5.2
1
03/10/10 02:36
104-51-8
sec-Butyibenzene
NO uglkg
5.2
1
03/10/10 02:36
135-98-8
tart-Butylbenzene
NO uglkg
6.2
1
03/10/10 02:36
98-06-6
Carbon tetrachloride
ND uglkg
5.2
1
03/10/10 02736
56-23-5
Chlorobenzene
NO uglkg
5.2
1
03/10/10 02:36
108-90-7
Chloroethane
ND uglkg
10.4
1
03110/1 D 02:36
75-00-3
Chloroform
NO uglkg
52
1
03/10/10 02.36
67-66-3
Chloromethane
ND uglkg
10.4
1
03/10/10 02:36
74-87-3
2-Chlorotoluene
ND uglkg
5.2
1
03/10/10 02:36
95-49-8
4-Chlorotoluene
NO uglkg
5.2
1
03/10/10 0216
106-43-4
1,2-Dibromo-3-chloropropane
NO uglkg
5.2
1
03/10/10 02:36
96-12-8
Dibromochloramethane
NO uglkg
5.2
1
03/10110 02:36
124-48-1
1,2-Dibromoethane (EDB)
NO uglkg
5.2
1
03/10/10 02:36
106-93-4
Dibromomethane
N❑ uglkg
5.2
1
03/10/10 02:36
74-95-3
12-Dichlorobenzene
ND uglkg
5.2
1
03110/1002:36
95-50-1
1,3-Dichlorobenzene
ND uglkg
5.2
1
03/10/1002-36
541-73-1
1,4-Dichlorobenzene
ND uglkg
5.2
1
03/10/10 02:36
106-46-7
Dichlorodifluoromethane
ND ug/kg
10.4
1
03/10/10 0236
75-71-8
1,1-Dichloroethane
N❑ uglkg
5.2
1
03/70/10 02:36
75-34-3
1,2-Dichloroethane
ND ugAg
5.2
1
0311 Oil 0236
107-06-2
1,1-Dichloroethene
N❑ uglkg
5.2
1
03/10/10 02:36
75-35-4
cis-1,2-0ichloroethene
N❑ ug/kg
5.2
1
03/10/10 02:36
156-59-2
trans-1,2-Dichlaroethene
ND uglkg
5.2
1
03/10/10 02.36
156-60-5
1,2-Dichloropropane
N❑ uglkg
5.2
1
03/1011002:36
78-07-5
1,3-Dichloropropane
NO uglkg
5.2
1
0311011002:36
142-28-9
2,2-Dichloropropane
NO uglkg
5.2
1
=10110 02:36
594-20-7
1,1-Dichloropropene
N❑ uglkg
5.2
1
03/10/10 02:36
563-58-6
cis-1.3•Dichioropropene
ND uglkg
5.2
1
03/1011002:36
10061-01-5
trans- l,3-Di chi orop ropene
ND uglkg
5.2
1
0311011002-36
10061-02-6
Diisopropyl ether
ND ug/kg
5.2
1
03/10110 02:36
108-20-3
Ethylbenzene
ND uglkg
5.2
1
03/10110 02:36
1OD-41-4
Hexachloro-1,3-butediene
ND uglkg
52
1
03/10/10 02:36
87-68-3
2-Hexanone
ND uglkg
51.8
1
03/10/10 02:36
591-78-6
lsopropylbenzene (Cumene)
ND uglkg
5.2
1
03/10/10 02,36
98-82.8
p-Isopropyltoluene
ND uglkg
5.2
1
03/10/10 02:36
99-87-6
Methylene Chloride
ND uglkg
20.7
1
03/10/10 02.36
75-09-2
4-Methyl -2 -pe nta n o ne (MIBK)
ND uglkg
51.8
1
03/10/10 02:36
108-10-1
Methyl-tert-butyl ether
ND ug/kg
5.2
1
03/10/10 02:36
1634-04-4
Date: 03122/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 13 of 33
This report shall not be reproduced, except o full,
without the written consent of�Pace
-.Analytical Services, Inc.

x Pace Analytic lice$, Inc. Pace Analytical Services, Inc.
aceAnalytical 2225 Riverside Dr. 9800 Kmcey Ave. Suite 100
Para�s corn Asheville, NC 28804 Huntersville. NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No : 9284745
Sample: F-5
LabID: 9264745006 Collected:
03/04/10 11:35
Received: 03/05/10 16:33 Matrix:
Saud
Results reported on a "dry -weight" basis
Parameters
Results units Report Limit
DF
Prepared Analyzed
CAS No. 4ual
826D15035A Volatile Organics
Analytical Method. EPA8260
Naphthalene
N❑ ugrkg
5.2
1
0311011002:36
91-20-3
n-Propylbenzene
Nd ugrkg
6.2
1
03110/1002:36
103-65-1
Styrene
ND ugrkg
5.2
1
03/10/10 02:36
100-42.5
1.1.1.2-Tetrachi oroethane
NO ugrkg
5.2
1
03/10/10 02:36
630-20-6
1.1.2,2-Tetrachi oroethane
ND ugrkg
5.2
1
03110/10 02:36
79-34-5
Tetrachloroethene
N❑ ugrkg
5.2
1
03/10/10 02:36
127-18-4
Toluene
ND ugrkg
5.2
1
03/10/10 02:35
108-88-3
1.23-Trichtorobenzene
ND ugrkg
5.2
1
0311011002.36
87-61-6
12,4-Trichlorobenzerie
ND ugrkg
5.2
1
03/10/10 0216
120-82.1
1.1.1-Trichloroethane
NO ugrkg
52
1
03110/10 02:36
71-56-6
11.2-Trichloroethane
NO ugrkg
5.2
1
03/10/10 02:36
79-OD-5
Trichloroethene
NO ugrkg
5.2
1
0311011002:36
79-01-6
Trichlorofluoromethane
N❑ ugrkg
5.2
1
03/10/10 02:36
75.69-4
1,2.3-Trichloropropane
NID ugrkg
5.2
1
03/10/10 02 36
96-18-4
1,2,4-Trimethylbenzene
ND ugrkg
5.2
1
03/1Oil 0 02:36
95-63-6
1,3,5-Trimethylbenzene
ND ugrkg
5.2
1
03/10/10 02 36
108.67.8
Vinyl acetate
NO ugrkg
51.8
1
03/10/10 02:36
108-05-4
Vinyl chloride
ND ugrkg
10.4
1
03/10/10 02:36
75-01-4
Xylene (Total)
ND ugrkg
10.4
1
03/1Oil 0 02 36
1330-20-7
m&p-Xylene
N❑ ugrkg
10.4
1
03/10/10 02:36
1330-20-7
o-Xylene
ND ugrkg
5.2
1
03/10/10 02,36
95-47-6
Dibromofluoromethane (S)
118 %
79.116
1
03/10110 02:36
1868-53.7 53
Toluene-d8 (5)
102 °%
88-110
1
03/10/10 02.36
2037-26-5
4-Bromofluorobenzene (S)
96 %
74-115
1
03/10/10 02.36
460-00-4
12.DrChloroethane-d4 (S)
117 °%
69-121
1
03/10/10 02,36
17060-07-0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
25.2 °%
0.10
1
03/08/10 15:31
Date 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 14 of 33
This report shall not be reproduced, except in full.
without the written consent of Pace Analytical Services, Inc
n

7` ❑ �n j �; Pace Analytic rites, Inc. Pace Analytical Services, Inc.
U' {ieAnayica1 2225 Riversiee Or 9800 Kincey Ave Surte 100
WWW pacWans.coin Asheville_ NC 28804 Huntersville, NC 28076
ANALYTICAL RESULTS
Project. ARAMARK - GSd
[phone]
Pace Project No 9264745
Sample: G-20 Lab ID: 9264745007 Collected: 03104/10 12:40 Received: 03/05110 16:33 Matnx Solid
Results reported on a "dry. weight" basis
[phone]
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
CAS No.
826015035A Volatile Organics
Analytical Method: EPA 8260
Acelone
78.5 uglkg
76.1
1
03/10/10 02:54
67-64.1
Benzene
ND uglkg
3.8
1
03/1Of10 02:54
71-43-2
Bromobenzene
NO uglkg
3.8
1
03/10/10 02:54
108-86-1
Bromochloromethane
NO uglkg
3.8
1
03/10110 02:54
74.97-5
Bramodichloromethane
NO uglkg
3.8
1
03/10/10 02:54
75-27-4
Bromoform
NO uglkg
3.8
1
03/10/10 02 54
75-25-2
Bromomethane
NO uglkg
7-6
1
03/10/10 02:54
74-83-9
2-Sutanone (MEK)
NO uglkg
76.1
1
03/10/10 02 54
78-93-3
n-Butylbenzene
NO uglkg
3.8
1
03/10/10 02:54
104-51-8
sec-Butylbenzene
NO uglkg
3.8
1
03/10/10 02:54
135-98-8
tert-Butylbenzene
ND uglkg
3.8
1
03/10/10 02.54
98-06-6
Carbon tetrachloride
NO uglkg
3.8
1
03/10/10 02:54
56-23-5
Chlorobenzene
NO uglkg
3.8
1
03/10/10 02:54
108-90-7
Chloroethane
NO uglkg
7.6
1
03/10/10 02:54
75.00-3
Chloroform
NO uglkg
3.8
1
03/10/10 02.54
67-66-3
Chloromethane
NO uglkg
76
1
03/10/10 02:54
74.87.3
2-Chlorotoluene
NO uglkg
3.8
1
03/10/10 02:54
95-49-8
4-Chlorotoluene
NO uglkg
3.8
1
03/10/10 02:54
106-43-4
1,2-Dibromo-3-Chloropropane
NO uglkg
3.8
1
Oaf 1Of1002.54
96-12-8
Dibromochloromethane
NO uglkg
38
1
03/10/10 02:54
124-48-1
1,2-Dibromoethane(EDBy
NO uglkg
3.8
1
0311011002.54
106-93-4
Dibromomethane
NO uglkg
3.8
1
03/10/10 02:54
74-95-3
1,2-Dichlorobenzene
NO uglkg
3.8
1
03/10/10 02.54
95-50-1
1,3-Dichlorobenzene
NO uglkg
3.8
1
03/10/10 02.54
541-73.1
1,4-Dichlorobenzene
NO uglkg
3.8
1
03/10110 02:54
106-46-7
Dichlorodifluoromethane
NO uglkg
7.6
1
0311011002:54
75.71.8
11-Dichloroethene
NO uglkg
3.8
1
03110/1002:54
75-34-3
1,2-❑ichloroethane
NO uglkg
3.8
1
03/10/10 02:54
107.06-2
1,1-Dichloroethene
3.8 uglkg
3.8
1
03/10/10 02:54
75-35-4
cis-1,2-Dichloroethene
4300 uglkg
3.8
1
03/10/100254
156.59-2
trans-1,2-Dichloroethene
22.6 uglkg
3.8
1
03/10/10 02:54
156-60-5
1,2-Dichloropropane
NO uglkg
3.8
1
03/1Oil 0 02.54
78-87-5
1,3-Dichloropropane
ND uglkg
3.8
1
03/10/10 02:54
142.28-9
2.2-Dichloropropane
NO uglkg
3.8
1
03/10/10 02:54
594-20-7
1,1-Dichloropropene
NO uglkg
3.8
1
03/10110 02:54
563-58-6
cis-1.3-Dichloropropene
ND uglkg
3.8
1
03/10110 02:54
10061-01-5
trans-1.3-Dichloropropene
ND uglkg
3.8
1
03/10110 02:54
10061.02.6
Diisopropyl ether
NO uglkg
3.8
1
03/10110 02:54
108-20-3
Ethylbenzene
ND uglkg
3.8
1
0311011002:54
100.41-4
Hexachloro-1.3-butadiene
ND uglkg
3.8
1
03/10/10 02:54
87-68-3
2-Hexanone
ND uglkg
38.0
1
03)10/10 02:54
591-7M
lsopropylbenzene (Cumene)
NO uglkg
3.8
1
03/10/10 02:54
98-82.8
p-Isopropyltoluene
ND uglkg
3.8
1
03)10110 02 : 54
99-87-6
Methylene Chloride
NO uglkg
152
1
03/10/10 02:54
75-09-2
4-Methyl-2-pentanone (MIBK)
N❑ uglkg
38.0
1
03/10/10 02 54
108-10.1
Methyl -lent -butyl ether
NO uglkg
38
1
03110110 02.54
1634-04-4
Clual
C9
E
Dale: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 15 of 33
This report shall not be reproduced, except in full,
without the wrrtten consent of Pace Analytir„aI Services. Inc..

e PaceAnalytie lees, Inc. Pace Analytical services, Inc.
IANA2 aceAnaly ica! 2225 Riverside 9800 Kinsey Ave Suite 100
www.µyoela7s.ccvn Asheville, NG 28804 Huntersvdle. NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No. 9264745
Sample: G-20 Lab 10: 9264745007 Collected: 031041lO 12:40 Received: 03105110 16:33 Matrix. Solid
Results reported on a "dry -weight" basis
Parameters RESLIItS Units Report Limit DF Prepared Analyzed CAS No Qual
826015035A Volatile Organics
Analytical Method: EPA 8260
Naphthaiene
ND uglkg
3.8
1
03/10/10 02:54
91-20-3
n-Propylbenzene
ND uglkg
3.8
1
03/10/10 02:54
103-65-1
Styrene
ND uglkg
3.8
1
03/10/10 02:54
100.42-5
1,1.1,2-Tetrachloroethane
NO uglkg
3.8
1
03/10110 02:54
630-20-6
1.1.2.2•Tetra chloroe thane
ND ugfkg
3.8
1
03/10/10 02:54
79-34-5
Tetrachloroethene
17400 uglkg
9800
2500
03/10/10 13:29
127.18-4
Toluene
NO uglkg
3.8
1
03/10/10 02:54
108-88-3
1,2.3-Tnchlorobenzene
NO uglkg
3.8
1
03/10/10 02:54
87-61.6
1,2,4-Trichlorobenzene
ND uglkg
3.8
1
03110/1002:54
120-82-1
1,1,1-Tnchloroethane
ND uglkg
3.8
1
03110/1002:54
71-55-6
1.1.2-Trichtoroe thane
NO uglkg
3.8
1
03/10/10 02.54
79-00-5
Tnchloroethene
ND uglkg
9800
2500
03110/1013:29
79-01.6
Trichlorofluoromethane
NO ug*g
3.8
1
03/10/10 02.54
75-69-4
1,2,3-Tnchloropropane
NO uglkg
3.8
1
0311 Oil 02:54
96-18-4
1,2,4-Trimethylbenzene
NO uglkg
3.8
1
03110/1002:54
95-63-6
1,3.5-Tnmethylbenzene
NO uglkg
3.8
1
03/10/10 02:54
108-67-8
Vinyl acetate
NO uglkg
38.0
1
03/10/10 02:54
108-05-4
Vinyl chloride
15.3 uglkg
7.6
1
03/16/10 02:54
75-01-4
Xylene (Total)
Nfl uglkg
7.6
1
03/10/10 02:54
1330-20-7
m&p-Xylene
NO uglkg
7.6
1
03/10/10 6Z:54
1330-20-7
❑-Xylene
NO uglkg
3.8
1
03/10/10 02:54
95-47.6
Dibromofluoromethane (S)
106 %
79-116
1
03110/10 02:54
1868-53-7
Toluene-dS (S)
97 %
88.110
1
03110/10 02:54
2037-26-5
4-Bromafluorobenzene (S)
92 %
74-115
1
03/10/10 02:54
460-00-4
1,2-Dlchlorcethane-d4(S)
118 %
69.121
1
0311Oil 002:54
17060.07-0
Percent Moisture Analytical Method: ASTM D2974-87
Percent Moisture 13.9 % 010 1 03108/10 15:31
Date: 03/22J2010 04:28 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except rn Full,
without the written consent of Pace An aIyLcaI Services. Inc
Page 16 of 33

�. Pace AvaIytici does, $nc. Poce Analytical Services. Inc.
aceAnalyfieal 2225 Riverside Dr 9800 KinceyAve. Suite 100
WW.V Pscelaba C0M Asheville. NC 28804 Huntersville. NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: ARAMARK - GSO
Pace Project No : 9264745
Sample: H-15
Lab ID: 9264745008 Callecled: 03/04i10 13,05
Received: 03/05/10 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
CAS No, Qual
826015035A Volatile Organics
Analytical Method: EPA8260
Acetone
ND uglkg
77.6
1
03/10/10 03:12
67-64-1
Benzene
ND uglkg
3.9
1
03/10/10 03:12
7143.2
Bromobenzene
N❑ uglkg
3.9
1
03/10/10 03:12
108-86-1
Bromochloromethane
N❑ uglkg
3.9
1
03/10/10 03:12
74-97-5
Bromodichloromethane
ND uglkg
3.9
1
OW10110 03:12
75-27-4
Bromoform
NO uglkg
3.9
1
03/10/10 03.12
75-25-2
Bromomethane
NO uglkg
T8
1
03/10/10 03:12
74.83.9
2-Butanone(MEK)
NO uglkg
77.6
1
0311Oil 003:12
78-93-3
n-Butylbenzene
NO uglkg
3.9
1
03/10110 D3:12
104-51-8
sec-Butylbenzene
NO uglkg
3.9
1
03/10/10 03.12
135-98-8
ten -Butyl benzene
NO ug/kg
3.9
1
03/10/10 0112
98-06-6
Carbon tetrachloride
ND uglkg
3.9
1
03/10/10 0112
56-23-5
Chlorobenzene
NO uglkg
3.9
1
03/10/10 03:12
108-90-7
Chloroethane
ND uglkg
7.8
1
03/10/10 0112
75-00-3
Chtoroform
ND uglkg
3.9
1
03/10/10 03:12
67-66-3
Chloromethane
ND uglkg
T8
1
03/10110 03:12
74-87-3
2-Chlorotoluene
ND uglkg
3.9
1
03/10/10 03:12
95-49-8
4-Chlorotoluene
N❑ uglkg
3.9
1
03/10/10 03:12
106-43-4
1,2-Dibromo-3-chloropropane
N❑ uglkg
3.9
1
D311011003:12
96-12-8
Dibromochloramethane
N❑ uglkg
3.9
1
03/10/10 03:12
124-48-1
1.2-Dibromoethane (EDB)
ND uglkg
3.9
1
03/10/10 03:12
106-934
Dibromomethane
NO uglkg
3.9
1
03/10/10 03:12
74-95-3
1,2-Dichlorobenzene
N❑ uglkg
3.9
1
0311011003-12
95-50-1
1,3-Dichlorobenzene
NO uglkg
3.9
1
031101100312
541-73-1
1,4-Dt'chlorobenzerie
ND uglkg
3.9
1
03/10/10 03:12
106-46-7
DichlorodiRuoromethane
NO uglkg
7.8
1
03/10/10 03:12
75.71-8
1.1-Dichloroethane
NO uglkg
3.9
1
03/10/10 03:12
75-34-3
1,2-Dichloroethane
NO uglkg
3.9
1
03/1011003:12
107-06-2
1.1-Dichloroethene
NO ug/kg
3.9
1
0311Oil 003:12
75-35-4
cis-1,2-Dichloroethene
16.4 ug/kg
3.9
1
0311Oil 00112
156-59-2
trans-1,2-Dichloroethene
ND uglkg
3.9
1
03110/10 03: 12
156-60-5
1,2-Dichloropropane
ND uglkg
3.9
1
0311Oil 003:12
78-87.5
1,3-Dichloropropane
ND uglkg
3.9
1
03/10/10 03:12
142-28-9
2.2-Dichioropropane
ND uglkg
3.9
1
03/10/10 03:12
594-20.7
1,1-Dichioropropene
N❑ uglkg
3.9
1
0311011003:12
563-58-6
cis -1,3-Di chi o rop ropene
ND ug*g
3.9
1
03/10/10 03:12
10061-01-5
trans-1.3-❑ichtoropropene
N❑ uglkg
3.9
1
03/10/10 03:12
10061-02-6
Diisopropyl ether
NO uglkg
3.9
1
03/10/10 03:12
108-20-3
Eltiylbenzene
NO uglkg
3.9
1
03/10/10 03:12
1OD-41.4
Hexachloro-1.3-butadiene
NO ug/kg
3.9
1
03/10/10 03:12
87-68-3
2-Hexanone
NO uglkg
38.8
1
03/10/10 03:12
591-78-6
1 sop ropyl benzene (Cumene)
ND uglkg
3.9
1
03/10/10 03:12
98-82-8
p-Isopropyltoluene
ND uglkg
3.9
1
03/10/10 03.12
99-87-6
Methylene Chloride
NO uglkg
15.5
1
03/10110 03.12
75-09-2
4-Methyt-2-pentanone {MIRK}
ND uglkg
38.8
1
031101100112
108-10-1
M ethyl -tert-butyl ether
ND uglkg
3.9
1
0311 Oil 03:12
1634-04-4
Date: 0312212010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 17 of 33
This report shall not be reproduced, except in full,
without the written oonsent of Pace Analytical Services, Inc.

Pace Artalytic rites, Inc. Pace Analytical Services, Ine.
ace Analytical 2225 Riverside Or 9800 Itincey Ave. Suite top
xxr.asca+aesxvn Asheville. NC 28804 Huntersville, NC 28078
[828j254.7176 [704]875-9092
ANALYTICAL RESULTS
Protect: ARAMARK - GSO
Pace Project No.: 9264745
Sample: H-15 Lab ID: 9264745008 Collected: 031041t0 13:05 Received: 03105/10 16:33 Matrix. Solid
Results reported on a "dry -weight" basis
Para,^:eters Results Emits Report Limit OF Prepared Analyzed CAS No. Qual
826015035A Volatile Organics Analytical Method. EPA8260
Napnthalene
ND uglkg
3.9
1
0311011003,12
91-20-3
n-Propylbenzene
ND uglkg
3.9
1
03/10/1003 12
103-65-1
Styrene
NO uglkg
3.9
1
03110/100112
100.42-5
1.1.1.2-Tetrachloroethane
ND uglkg
3.9
1
0311011003:12
630.20-6
1.1,2.2-Tetra chloroethane
ND uglkg
3.9
1
031101100112
79-34-5
Tetrachloroethene
2460 uglkg
434
100
03/10/10 13:48
127-18-4
Toluene
IN uglkg
3.9
1
03/10/10 03:12
108.88-3
1,2.3-Tnchlorobenzene
ND uglkg
3.9
1
0311011003:12
87-61-6
1,2.4-Thchlorobenzene
ND uglkg
3.9
1
031101100312
120-82-1
1.1.1-Thchloroethane
IN uglkg
3.9
1
03/10/10 03.12
71-55-5
1.1.2-Thchloroethare
ND uglkg
3.9
1
03/10/10 03:12
79-00-5
Trichloroethene
6.8 uglkg
3.9
1
03/10110 03:12
79-01.6
Trichlorofluoromethane
ND uglkg
3.9
1
03/10/10 03.12
75-69-4
1,2,3-Trichloropropane
ND uglkg
3.9
1
03110/10 03:12
96-18-4
1,2.4-Trimethytbenzene
ND uglkg
3.9
1
03110/10 03.12
95-63-6
1,3,5-Trimethylbenzene
ND uglkg
3.9
1
03/10/10 03:12
108-67-8
Vinyl acetate
ND uglkg
38.8
1
03/1Oil 0 03 12
108-05-4
Vinyl chloride
ND uglkg
7.8
1
=10110 0312
75.01.4
Xylene (Total)
ND uglkg
78
1
03/10/10 03:12
1330-20-7
m&p-Xylene
ND uglkg
7.8
1
03/10110 03:12
1330-20-7
o-Xylene
ND uglkg
3.9
1
03/10/10 03:12
95-47.6
Dibromofluoromethane (S)
106 %
79-116
1
03/10/10 0112
1868-53-7
Toluene -dB (S)
102 %
88-110
1
03/10/10 03:12
2037.26-5
4-Bromofluorobenzene (S)
92 %
74-115
1
03110/10 0112
460-00-4
1,2-Oicnloroethane-iJ4 {S)
117 %
69.121
1
03/10/10 03:12
17060-07-0
Percent }Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
8.6 %
0.10
1
03/08/10 15:31
Date: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 18 of 33
This report shall not be reproduced, except in full.
without the written con sent
off Pace
+Anal ytieal Services, Inc.
1 eb

aceAnalylical
�* 'umlabs com
Project ARAMARK - GSO
Pace Ana lytici •ices, Inc.
2225 Riverside Dr
Asheville. NC 28804
[phone]
ANALYTICAL. RESULTS
Pace Analytical Services, Inc.
9800 Kinsey Ave. Suile 100
Huntersville, NC 28078
Pace Project No.: 9264745
Sample: 1-15 Lab ID: 9264745009 Collected: 03/04/10 13 30 Received: 03/05/10 16:33 Matrix Solid
Results reported on a "dryweight" basis
(704)e75-9092
Parameters
Results Units
Report Limit
OF
Prepared Analyzed
CAS No. Qual
8260/5035A Volatile Organics
Ana lylicaI Method: EPA8260
Acetone
N❑ uglkg
99.7
1
0311011012:35
67-64.1
Benzene
N❑ uglkg
5.0
1
03110/1012:35
7143.2
Bromobenzene
NO uglkg
5.0
1
03110/1012:35
108-86-1
Bromochioromethane
ND uglkg
5.0
1
03110/1012:35
74-97-5
Bromodichloromethane
IN uglkg
5.0
1
03/10/10 12:35
75-27-4
Brornoform
ND uglkg
5.0
1
03/10/10 12 35
75-25.2
Bromomethane
NO uglkg
10
1
03/10/10 12:35
74-83.9
2-Butanone (MEK)
ND uglkg
99.7
1
03/10/10 12:35
78-93.3
n-Butylbenzene
NO uglkg
5.0
1
03/10/10 12:35
104-51-8
sec-Butylbenzene
NO uglkg
5.0
1
03/10/10 12:35
135-98-8
tert-Butylbenzene
NO uglkg
5.0
1
03/10/10 12:35
98-06-6
Carbon tetrachloride
NO uglkg
5.0
1
03110/10 12:35
56-23-5
Chlorobenzene
NO uglkg
5.0
1
03/10/10 12.35
108-90-7
Chloroethane
NO uglkg
10
1
03/10/10 1215
75-00-3
Chloroform
ND uglkg
5.0
1
03110/10 12:35
67-66-3
Chloromethane
ND uglkg
10
1
03/10/10 12:35
74-87-3
2-Chlorotoluene
NO uglkg
5.0
1
03/10/10 12735
95-49-8
4-Chlorololuene
NO uglkg
5.0
1
03/10/10 12235
106.43-4
1,2-Dibroma-3-01oropropane
ND uglkg
5.0
1
03110/1012:35
96-12-8
Dibromochloromethane
ND uglkg
5.0
1
0311011012:35
124-48-1
1,2-Dibromoethane (EDB)
NO uglkg
5.0
1
0311011012:35
106-93-4
Dibromomethane
NO uglkg
5.0
1
0300110 12,35
74.95-3
1,2-Dichlorobenzene
ND uglkg
5.0
1
03f 10110 lZ35
95-50-1
1.3-Dichlorobenzene
N❑ uglkg
5.0
1
0311011012:35
541-73-1
1,4-Dichlorobenzene
NO uglkg
5.0
1
03/10/10 12:35
106-46-7
Dichlorodifluoromethane
NO uglkg
10
1
0311011012:35
75-71-8
1,1-Dichioroethane
ND uglkg
5.0
1
0311011012:35
75-34-3
1,2-Dichloroethane
ND ugAg
5.0
1
0311011012:35
107-06-2
1.1-Dichlaroethene
ND ugtkg
5.0
1
03/1011012:35
75-35-4
cis-1,2-DichIoroethene
ND uglkg
5.0
1
03/1011012:35
156-59-2
trans- 1,2-Dichloroethene
NO ugtkg
50
1
0311011012:35
156-60-5
1,2-Dichloropropane
NO uglkg
5.0
1
03)1Oil 012:35
78-87-5
1,3-Dichloropropane
NO uglkg
5.0
1
03/10/10 12:35
142-28-9
2,2-Dichloropropane
NO uglkg
5.0
1
03/10/10 12 35
594-20-7
1,1-Dichloropropene
ND uglkg
5.0
1
0311011012:35
563-58-6
cis -1,3-Dichloropropene
N❑ uglkg
5.0
1
0311011012.35
10061-01.5
trans-1,3-Dichloropropene
NO uglkg
5.0
1
0311011012:35
10061-02-6
Diisopropyl ether
NO uglkg
5.0
1
03/10/10 12:35
108.20.3
Ethylbenzene
NO uglkg
5.0
1
03/10/10 12:35
100-41 4
Hexachlora-1,3-butadiene
ND uglkg
5.0
1
03/1011012:35
87-68-3
2-Hexanone
ND uglkg
49.8
1
03/10/10 12:35
591-78-6
Isopropylbenzene (Cumene)
NO uglkg
5.0
1
03/10/10 12:35
98-82-8
p-lsopropyltoluene
NO uglkg
5.0
1
0311Of10 12:35
99-87-6
Methylene Chloride
NO uglkg
19.9
1
03/10/10 12 35
75-09-2
4-Methyl-2-pentanone (MIBK)
NO uglkg
49.8
1
03/10/10 12:35
108-10-1
Methyl-tert-butyl ether
NO uglkg
5.0
1
03/10/10 12.35
1634.04.4
Date: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 19 of 33
This report shad not be reproduced. except in full,
without the written consent of Paycee+AnalyticaI Services. Inc.
! I iac

e Pace Analytica ices, Inc. Pace Analytical Services, Inc.
Ce�l1 yN 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
KarwpeCe4b3mm Asheville, NC 28804 Huntersvllle, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Protect: ARAMARK - GSO
Pace Project No.: 9264745
Sample: 1-15 Lab 10: 9264745009 Collected: 03/04/10 13:30 Received: 03105M0 16:33 Matrix: Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qua!
826015035A Volatile Organics
Analytical Method: EPA 8260
Naphthalene
ND uglkg
n-Propylbenzene
ND uglkg
Styrene
ND uglkg
1.1,1,2-Tetrachloroethane
ND uglkg
1,1,2.2-Tetrachloroethane
ND uglkg
Tetrachlorcethene
14.0 ugAg
Toluene
N❑ uglkg
1,2,3-Tnchlorobenzene
ND ugtkg
1,2,4-Thchtorobenzene
ND uglkg
1.1,1-Trichloroethane.
NO uglkg
I.1,2-Trichloroethane
NO uglkg
Trichloroethene
N❑ uglkg
Trichloroiluoromethane
ND uglkg
1,2,3-Trichioropropene
ND uglkg
1,2,4-Trimethylbenzene
ND uglkg
1,35-Trimethylbenzene
ND uglkg
Vinyl acetate
ND uglkg
Vinyl chlonde
N❑ uglkg
Xylene (Total)
ND ugtkg
m&p-Xylene
ND uglkg
o-Xylene
ND ug*g
Dibromofluoromethane (S)
103 %
Toluene-d8 (S)
103 %
4-Bromofluorobenzene (S)
96 °%
12-Dichioroethane-d4 (S)
119 %
Percent Moisture Analytical Method: ASTM D2974-87
Percent Moisture 25.8 %
Date: 03122/2010 0428 PM
5.0 1
5.0 1
5.0 1
5,0 1
5.0 1
5.0 1
&0 1
&0 1
5.0 1
5.0 1
5.0 1
5.0 1
5.0 1
5.0 1
5.0 1
&0 1
49.8 1
10 1
10 1
10 1
5.0 1
79-116 1
88-110 1
74-115 1
69-121 1
0,10 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
03/10/10 12:35
91-20-3
03/10/10 12:35
103-65-1
03110 / 10 12:35
100-42-5
03110/i012:35
630-2"
03/10/1012:35
79-34-5
0 3 / 10110 12: 35
12 7-18-4
0 3110110 12:35
108- 88-3
=10/101235
87-61-6
03/10/10 12:35
120-82-1
03/10/1012:35
71-55-6
03/1011012:35
79.00-5
03/10/10 12:35
79-01-6
0311011012:35
75-69-4
03/10/10 12 35
96-18-4
03110/1012:35
95-63-6
03110110 12' 35
10 8-67-8
03/10/10 12:35
1 M05-4
0311011012:35
75-01-4
03110110 12:35
1330-20 -7
03/10/10 12: 35
1330-2 0-7
0311011012:35
95-47-6
03110110 12:35
1868- 5 3-7
03110/1012.35
2037-26-5
03/101101215
460-00-4
03/10/10 1235
17 06 0-07- 0
109RI1;M[Ix&k1l
Page 20 of 33

f Pace Analytical S s, Inc.
- aceAnaly6ol 2225 Riverside 4r.
ucam Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
PaCe Analytical Sorvices, Inc.
9Sd0 Kincey Ave Suite 100
Hunsersville NC 28078
[phone]
Project: ARAMARK - GSO
Pace Project No.: 9264745
Sample: J-5
Lab!D: 9264745010 Collected: 03/04/10 13:45 Received:
03/05110 16:33 Matrix- Solid
Results reported on a "dry weight" basis
Parameters
Results Units
Report Limit
OF Prepared
Analyzed
CAS No. Dual
826015035A Volatile Organics
Analytical Method: EPA 8260
Acetone
191 uglkg
76.6
1
0311011012:53
67-64-1 C9
Benzene
ND uglkg
3.8
1
03/10/10 12:53
71-43.2
Bromobenzene
NO uglkg
3.9
1
03/10/10 12:53
108-86.1
Brornochloramethane
NO uglkg
3.8
1
03/10/10 12:53
74-97-5
Bromodichloromelhane
NO uglkg
3.8
1
03/10/10 12:53
75.27.4
Bromoform
NO uglkg
3.8
1
03/10/10 12 53
75-25-2
Bromomethane
NO uglkg
7.7
1
03M0110 12:53
74-83.9
2-Butanone (MEK)
ND uglkg
766
1
03/10/10 12:53
78-93-3
n-Butylbenzene
NO uglkg
3.8
1
03/10/10 i2:53
104-51-8
sec-Butylbenzene
NO uglkg
3.8
1
03110/10 12:53
135.98-8
tent-Butylbenzene
NO ugAg
3.8
1
03/10/10 12.53
98-06-6
Carbon tetrachloride
NO uglkg
3.8
1
03/10/10 12:53
56-23-5
Chlorobenzene
N❑ uglkg
3.8
1
03/10110 12:53
1 08-90-7
Chloraethane
ND uglkg
7.7
1
03110/10 12.53
75-00-3
Chloroform
NO ugNg
3.8
1
03110/10 12:53
67-66.3
Chloromethane
NO uglkg
7.7
1
03/10/10 12:53
74-87-3
2-ChlOrotoluene
NO uglkg
3.8
1
03/10/10 12:53
95-49-8
4-Chiorotoluene
NO uglkg
3.8
1
03110/10 12:53
106-43-4
1.2-Dibromo-3-chloropropane
NO uglkg
3.8
1
03110/10 12:53
96-12.8
Dibromochloromethane
NO uglkg
3.8
1
03/10/10 12:53
124-48-1
1.2-Dibromoethane (EDB)
NO uglkg
3.8
1
03/10/10 12:53
106-93-4
❑ibromomethane
NO uglkg
3.8
1
0300110 12:53
74-95-3
1.2-Dichlorobenzene
NO uglkg
3.8
1
03110110 12:53
95-50-1
1,3-Dichlorobenzene
NO uglkg
3.8
1
03/10/10 12:53
541-73-1
1,4-Dlchlorobenzene
NO ugn(g
3.8
1
03110/10 12:53
105-46-7
❑ichlorodifluorometnane
NO uglkg
7.7
1
03/10/10 12:53
75-71-8
1,1-Dichloroethane
NO uglkg
3.8
1
0311011012:53
75-34-3
1,2-Dichloroethene
NO uglkg
3.8
1
03/10/10 12:53
107-06-2
1,1-Dichloroethene
NO ugrkg
3.8
1
0311011012:53
75-35-4
cis- 1,2-Dichloroethene
NO uglkg
3.6
1
03/10/10 12:53
156-59-2
trans-1.2-Dichloroethene
NO uglkg
3.8
1
03/10/10 12:53
156-60-5
1,2-❑ichloropropane
NO uglkg
3.8
1
0311011 D 12:53
78-87-5
1.3-Dichioropropane
NO uglkg
3.8
1
03110/10 12:53
142-28-9
2.2-Dichioropropane
NO uglkg
3.8
1
03110/10 12 53
594-20-7
1.1-DION oropropene
N❑ uglkg
3.8
1
03110/1012,53
563-58-6
cis-1.3-Dichloropropene
ND uglkg
3.8
1
03110/10 12:53
10061-01-5
trans-1,3-Dichloroprope ne
ND uglkg
3.8
1
03/10/1012:53
10061-02-6
Diisopropyl ether
NO uglkg
3.8
1
03)10/10 12:53
108-20-3
Ethylbenzene
ND uglkg
3.8
1
0311011012:53
100-41-4
Hexachloro-l.3-butadiene
ND uglkg
3.8
1
0311011012:53
87.68-3
2-Hexanone
NO uglkg
38.3
1
03/10110 12:53
591-78.6
lsopropylbenzene (Cumene)
NO uglkg
3.8
1
03/10/10 12:53
98-82-8
p-Isopropyltoluene
NO uglkg
3.8
1
0311011012:53
99-87-6
Methylene Chloride
NO uglkg
15.3
1
03/10/10 12:53
75-09-2
4-Methyl-2-pentanone (MIBK)
NO uglkg
38.3
1
03/10/10 12:53
108-10-1
Methyl-tert-butyl ether
NO uglkg
3.8
1
03/10/10 12:53
1634.04-4
Date. 03/2212010 04:28 PM
REPORT OF LABORATORY ANALYSIS
Page 21 of 33
This report shall not be reproduced. exCept in full
without the written consent of PPaaycee+Analytical Services. Inc

t Pace Analytical S s, Inc. Pace Analytical Services, Inc.
/9�7
aeeAnalyrcal 2225 Riverside ❑r 9804 Kinsey Ave Suite 100
W,*P"Iabg Corr Asheville, NC 25804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project ARAMARK - GSO
Pace Project No.. 9264745
Sample: J-5 Lab Io: 9264745010 Collected: 03/04/10 13:45 Received: 03/05/10 16:33 Matnx Solid
Results reported on a "dry -weight" basis
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. ❑ual
8260/5035A Volatile Organics Analytical Method. E PA 8260
Naphthalene
N❑ uglkg
3.8
1
0311011012:53
91-20.3
n-Propylbenzene
ND uglkg
3.8
1
03/10/10 12:53
103.65-1
Styrene
ND uglkg
3-8
1
03/10/10 12:53
100-42-5
1.1.1.2-Tetrachloroethane
ND uglkg
3-8
1
03/10/10 12:53
630-20-6
1.1.2.2-Tetrachloroethane
ND uglkg
3-8
1
03/10/10 12:53
79-34-5
Tetrachloroethene
13.9 uglkg
3-8
1
03/10/10 12:53
127-18-4
Toluene
ND ugAg
3-8
1
03/10/10 12 53
108.88-3
1,2,3-Trichlorobenzene
ND uglkg
3-8
1
0311011012:53
87-61-6
1,2,4-Tnchlorobenzene
ND uglkg
3-8
1
03110/1012:53
120.82-1
1,1,1-Triehloroethane
ND uglkg
3.8
1
03110/1012:53
71-55-6
1,1,2-Trichloroethane
ND uglkg
3-8
1
03110110 12:53
79-00-5
Trichloroethene
ND uglkg
3.8
1
03/10110 12.53
79-01-6
Tdchlorofluoromethane
ND uglkg
3.8
1
03/10/10 12:53
75-69-4
1,2,3-Trlchloropropane
ND uglkg
3.8
1
0311011012:53
96-18-4
1,2,4-Tnme1hylbenzene
ND uglkg
3.8
1
03/10110 12:53
95-63-6
1,3,5-Trimethylbenzene
ND uglkg
3.8
1
0311011012'53
108-67.8
Vinyl acetate
ND uglkg
38-3
1
03/10/10 12:53
108-05-4
Vinyl chloride
ND uglkg
7.7
1
03/10/10 12:53
75-01.4
Xylene (Total)
ND uglkg
7.7
1
03/10/10 12:53
1330-20-7
m&p-Xyiene
N❑ uglkg
7.7
1
03/1011012:53
1330-20-7
o-Xylene
ND uglkg
3.8
1
0311000 12:53
95-47.5
Dibromofluoromethane (S)
108 %
79-116
1
03/10110 12:53
1868-53-7
Toluene-d8 (S)
103 %
88-110
1
03/10/10 12:53
2037-26-5
4.8romofluorobenzene (S)
93 %
74-115
1
03/10/10 12:53
460-00-4
1,2-Dlchloroethane-d4 (S)
126 %
69-121
1
0311011012:53
17060-07.0
Percent Moisture
Analytical Method: ASTM D2974-87
Percent Moisture
14.7 %
0.10
1
03/08110 15 32
Date: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 22 of 33
This report shall not be reproduced, except in full,
without the written c-0nsent of Pace
+Ana Iytical Services, Inc.
1 1'vb

r.
./0;? ace Analytical
. * paoviSD6 cum
Pace Analytical 5 s, Inc.
2225 Riverside Dr
Asheville. NC 28804
ANALYTICAL RESULTS
[phone]
Pace Analytical Services, Inc.
9800 xincey Ave Suite 100
Huntersville, NC 28078
(704)87"092
Project. ARAMARK - GSO
Pace Project No.'. 9264745
Sample: K-5 Lab 11): 9264745041 Collected: 03/04110 14:05 Received: 03/05/10 16:33 Matrix: Solid
Results reported on a "dryweight" basis
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
826015035A Volatile Organics Analytical Method: EPA 8260
Acetone
NO ugrkg
74.1
1
03/10/10 05:56
67-64-1
Benzene
N❑ uglkg
3.7
1
03)1Oil 0 05:56
71-43-2
Bromobenzene
ND uglkg
3.7
1
0311Oil 0 0&56
108.86-1
Bromochloromethane
NO ugrkg
3.7
1
03/10/10 05:56
74-97-5
Bromodichloromethane
NO uglkg
3.7
1
03/10/10 05:56
75.27-4
Bromoform
NO ugrkg
3.7
1
0300110 05:56
75-25-2
Bromamethane
ND ugrkg
7.4
1
03110110 05:56
74-83-9
2-Butanone (MEK)
NO uglkg
74.1
1
03/10/10 05:56
78-93-3
n-Butylbenzene
10.8 ugrkg
3.7
1
03/10/10 05:56
104-51.8
sec-Butyibenzene
ND uglkg
3.7
1
03/10/10 05.56
135.98.8
tert-Sutylbenzene
IN ugrkg
3.7
1
03/10/10 05:56
98-06-6
Carbon tetrachloride
NO uglkg
3,7
1
03/10/10 05 56
56-23-5
Chlorobenzene
NO ugrkg
3.7
1
03/10/10 05:56
108-90.7
Chloroethane
NO ugrkg
7.4
1
03110/1005:56
75-00-3
Chloroform
NO uglkg
3.7
1
031l 0/10 05.56
67-66-3
Chloromethane
NO ugrkg
7.4
1
03110/1005.56
74-87-3
2-Chlorotoluene
NO ugrkg
3.7
1
0311011005:56
95-49-8
4-Chiorotoluene
NO uglkg
3.7
1
0311011005:56
106-43-4
1.2-❑ibromo-3-chloropropane
NO ugrkg
3.7
1
03/10/1005:56
96-12-8
Dibromochloromethane
NO ugrkg
3.7
1
03/10/10 05:56
124-48-1
1.2-Dlbrornoethane(EDB)
ND ugrkg
3.7
1
03110/1005:56
106-93-4
Dlbromomethane
NO uglkg
3.7
1
03/10/10 05:56
74-95-3
1.2-Lhchlorobenzene
ND ugrkg
3.7
1
03/10/10 05:56
95-50-1
1.3-Dlchlorobenzene
NO ugrkg
3.7
1
03110/1005:56
541-73.1
14-❑ichlorobenzene
NO ugrkg
3.7
1
03110/100556
106-46-7
Dichlorodill uoromathane
NO ugrkg
7A
1
0311011005:56
75-71-8
1,1-Dlchlorcethane
NO ugrkg
3.7
1
0311011005:56
75-34-3
1.2-Dlchloroethane
ND ugrkg
3.7
1
03/1011005:56
107-06-2
1,1-Dlchloroethene
NO ugrkg
3.7
1
03110/10 05:56
75-35-4
cis-1.2-Dichloroethene
14.3 uglkg
3.7
1
03110/10 05:56
156-59-2
trans -1.2-Dlchi oroethene
ND ugrkg
3.7
1
03/10110 05 56
156-60-5
1,2-Dlchloropropane
ND ugrkg
3.7
1
03/10110 05:56
78-87-5
1,3-Dichloropropane
ND uglkg
3.7
1
03/10/10 05:56
142.28-9
2,2-Dichloropropane
ND ugrkg
3.7
1
03/10/10 05.56
594-20-7
1,1-Dlchloropropene
N❑ ugrkg
3.7
1
0311011005.56
563-58-6
cis- 1.3-Dichloropropene
ND ugrkg
3.7
1
0311011005:56
10061-01-5
trans-i,3-Dirhloropropene
NO uglkg
3.7
1
0311011005:56
10061-02-6
Diisopropyl ether
NO uglkg
3.7
1
03/10/10 05:56
108-20-3
Ethylbenzene
NO uglkg
3.7
1
03/1011005:56
100-41-4
Hexachloro-1,3-butadiene
NO ugrkg
3.7
1
03110/1005:56
87-68-3
2-Hexanone
NO ugrkg
37.1
1
03/10110 05.56
591-78-6
Isopropyibenzene (Cumene)
NO uglkg
3.7
1
03110/10 05:56
98-82-8
p-isopropyltoiuene
31.1 ugrkg
3.7
1
03/10/10 05:56
99-87-6
Methylene Chlonde
ND uglkg
14.8
1
03/10/10 05:56
75-09-2
4-Methyl-2-pentanone (MIRK)
ND uglkg
37.1
03/10/10 05 56
108-10-1
Methyl -tent -butyl ether
NO uglkg
3.7
i
03/10/10 05:56
1634-044
Date: 03/22/2010 04:28 PM REPORT OF LA$ORATORY ANALYSIS Page 23 of 33
This repart shall not be reproduced, except in full.
without the wntten consent of PPaac�e+A na l ytical Services. Inc
1 R,a[iL •,

r Pace Analytical S i, Inc. Pace Analytical Services, Inc.
ace Analytical 2225 Riverside Or 9600 Kincey Ave. Suite 100
WWW poceMbs<x= AsheWlle. NC 28804 Huntersville. NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Protect: ARAMARK - GSQ
Pace Project No.. 9264745
Sample: K-5
Lab ID: 9264745011 Collected:
0310400 14:05
Received: 03/05110 16:33 Matnx. Solid
Results reported on a "dry -weight" basis
Parameters
ReSuIIS Units Report
Limit
DF
Prepared Analyzed
CAS No. Qual
826015035A Volatile Organics
Analytical Method: EPA8260
Naphthalene
5.3 uglkg
3.7
1
03/10110 05:56
91-20-3
n-Propylbenzene
ND uglkg
3.7
1
03/10/10 05:55
103-65.1
Styrene
ND uglkg
3,7
1
0311Oil 0 05:56
100-42-5
1.1.1,2-Tetrachloroethane
ND uglkg
3.7
1
03/10110 05:56
630-20.6
1.1.2.2-Tetrachi oroethane
ND uglkg
3.7
1
03/10/10 05 56
79-34-5
Tetrachloroethene
N❑ uglkg
3.7
1
03/1 Oil 05:56
127.18-4
Toluene
ND uglkg
3.7
1
03/10/10 05:56
108-88-3
1,2,3-Trich Iorobenzene
ND uglkg
3.7
1
03/10/10 05 56
87.61-6
12,4-Trichlorobenzene
NO uglkg
3.7
1
03/10/10 05:56
120-82-1
1.1,1-Trichloroethane
ND uglkg
3.7
1
03/10/10 05.56
71-55-6
1,1,2-Trichloroethane
NO uglkg
3.7
1
03/10/10 05 56
79-00-5
Trichloroethene
ND uglkg
3.7
1
03/10/10 05:56
79-01-6
Trichlorofluoromethane
ND uglkg
3.7
1
03/10/10 05:56
75-69-4
1,2,3-Trich Ioropropane
N0 uglkg
3.7
1
03/10/10 05 56
96.18-4
1,244-Trimethylbenzene
23.7 uglkg
3.7
1
03/10/10 05.56
95-63-6
1,3,5-Trimethylbenzene
9.3 uglkg
3.7
1
03/10/10 05:56
108.67-8
Vinyl acetate
ND uglkg
37.1
1
ON1Oil 0 05:56
108-05-4
Vinyl chloride
ND uglkg
74
1
03/10110 05:56
75-01-4
Xylene (Total)
ND uglkg
7.4
1
03/10110 05:56
1330-20-7
m&p-Xylene
ND uglkg
74
1
03)10/10 05:56
1330-20-7
a-xyiene
NO uglkg
3 7
1
03/10/10 05.56
95-47-6
Dibromofluoromethane (S)
96 %
79.116
1
03/10/10 05:56
1868.53-7
Toluene-d8 (S)
101 %
88-110
1
03/10/10 05:56
2037.26-5
4-Bromofluorobenzene (S)
91 %
74-115
1
03/10/10 05:56
460-00-4
1,2-Dichloroethane-d4 (S)
91 %
69-121
1
03/10/10 05:56
17060.07-0
Percent Moisture
Analytical Method: ASTM D2974.87
Percent Moisture
13.0 %
0.10
1
03/08/10 15:32
Date 03/22/2010 04:28 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in roll,
without the wntten consent off Pace
eerAnalyfical Services. Inc.
fi ela
Page 24 of 33

m Pace Analytical 5 s, Inc. Pace Analytcal Services, Inc -
ace Analj&al 2225 Riverside Or. 9800 Kincey Ave. Suite '100
Ww,scGM Asheville, NG 28804 Huntersville, INC 28078
QUALITY CONTROL DATA
Project: ARAMARK - GSO
Pace Project No.: 9264745
[phone]
QC Batch: MSV110233 Analysis Method. EPA 8260
GC Batch Method. EPA 8260 Analysis Description: 8260 MSV 5035A Volatile Organics
Associated Lab Samples: 9264745001, 9264745002, 9264745003, 9264745004, 9264745005, 9264745006. 9264745007. 9264745008,
9264745009,9264745010,9264745011
METHOD BLANK: 412474
Matrix: Solid
Associated Lab Samples: 9264745001, 9264745002, 9264745003, 9264745004, 9264745005, 9264745006, 9264745007, 926474500B,
9264745009.9264745010.9264745011
Blank Reporting
Parameter unrts Resuil Limit Analyzed Qualifiers
1,1.1,2-Tetrachloroethane
uglkg
N❑
5.0
03109/1022:57
1,1.1-Thchloroethane
uglkg
N❑
&0
03/0911022:57
1,1.2,2-Tetrachlaroethane
uglkg
N❑
5.0
03/09/10 22:57
1,1,2-Trichloroethane
uglkg
ND
5.0
03IM10 22:57
1,1-Dichloroethene
uglkg
ND
5.0
03/09/10 22:57
1,1-Dichloroethene
uglkg
Na
5.0
0310911022Z7
1,1-Dichloropropene
uglkg
NO
5.0
OM911022*57
1,2,3-Trichlorobertzene
uglkg
ND
5.0
03/09/1022:57
1,2,3-Trichloropropane
uglkg
ND
5.0
03/0911022:57
1,2,4-Trichlorobenzene
uglkg
NO
5.0
0310911022:57
1,24-Trimethylbenzene
uglkg
ND
5.0
0310911022:57
1,2-Dibromo-3-chloropropane
uglkg
N❑
5.0
03/0911022:57
1,2-❑ibromoethane(EDB)
uglkg
ND
5.0
0310911022:57
1,2-Dichlorobenzene
uglkg
N❑
5.0
03/09/1022:67
1,2-Dichloroethane
uglkg
N❑
5.0
03/09/10 22:57
1,2-Dichloropropane
uglkg
ND
5.0
03/09/10 22:57
143,5-Thmethylbenzene
uglkg
NO
5.0
03109/10 22:57
1,3-Dichlorobenzene
uglkg
NO
5.0
03/09/10 22:57
1,3-Dichloropropane
ugAg
ND
5.0
03/09/10 22:57
1,4-Dichlorobenzene
uglkg
ND
5.0
03109/1022:57
2,2-Dichloropropane
uglkg
NO
5.0
03/09/10 22:57
2-Butanone (MEK)
uglkg
ND
100
03ID9110 22:57
2-Chlorotoluene
uglkg
ND
5.0
03/09/10 2Z:57
2-Hexanone
uglkg
ND
50.0
03109M0 22:57
4-Chlorotoluene
uglkg
ND
5.0
03/09/10 22'57
4-Methyl -2-pentanone (MIBK)
uglkg
ND
50.0
03/09/10 22:57
Acetone
uglkg
ND
100
03/09/10 22:57
Benzene
uglkg
NO
5.0
03/09/10 2Z57
Bromoberizene
ug/kg
ND
5.0
03109/11)22:57
Bromochloromethane
uglkg
ND
5.0
03/09/10 22:57
Bromodichloromethane
uglkg
ND
5.0
03/09/10 22:57
Bromofonn
uglkg
ND
5.0
03/09/10 22:57
Bromomethane
uglkg
N❑
10.0
03/09/10 22:57
Carbon tetrachloride
uglkg
ND
5.0
03109110 22:57
Chlorobenzene
uglkg
ND
5.0
03/09/10 22:57
Chloroethane
uglkg
ND
10.0
03/09/10 22:57
Chloroform
uglkg
NO
5.0
03/09/10 22:57
Chloromethane
uglkg
ND
10.0
03/09/10 22:57
cis- 1,2•Dichloroethene
uglkg
ND
5.0
03/0911022:57
cis- 1.3-Dictltoropropene
uglkg
ND
5,0
03/09110 22:57
Dibromachloromethane
uglkg
ND
&0
03/09110 22:57
Date: 03122/2010 04:28 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in Full,
without the written con sent
�of Pace McIybcal Services, Inc.
t704y875-9092
Page 25 of 33

e Pace Analytical S s, Inc. Pace Analytical Services, Inc.
aceAnalytical 2225 Riverside Dr 9800 Kincey Ave. Suite 1D4
Wµ PaCff4 sC4M Asheville. NC 28804 Hunter5v1lle, NC 28078
QUALITY CONTROL DATA
Project: ARAMARK - GSO
Pace Project No.: 9264745
(e28)254-7176
METHOD BLANK- 412474
Associated Lab Samples:
Parameter
Matrix: Solid
9264745001, 9264745002, 9264745003, 92647450N. 9264745005. 9264745006
9264745009.9264745010.9264745011
Blank Reporting
Units Result Limit Analyzed
Dtbromomethane
uglkg
NO
5.0
03/09/10 22:57
Dichtorodifluoromethane
uglkg
NO
10.0
=09110 22:57
Diisopropyl ether
uglkg
NO
5.0
03/09/10 22:57
Ethytbenzene
uglkg
NO
5.0
03/09/10 22 57
Hexachloro-1.3-butadiene
u91k9
N❑
5.0
03/09/10 22:57
tsopropyibenzene (Cumene)
uglkg
NO
5.0
03/09/10 22:57
m&p-Xylene
uglkg
NO
10.0
03/09/10 22:57
Methyl-tert-butyl ether
uglkg
NO
5.0
03/09/10 22:57
Methylene Chlofide
uglkg
NO
20.0
03/09/10 22:57
n-Butylbenzene
uglkg
NO
5.0
03/09/10 22:57
n-Propylbenzene
uglkg
NO
5.0
03/09/10 22:57
Naphthalene
uglkg
NO
5.0
03/09/10 22:57
o-Xylene
uglkg
NO
5.0
03/09/10 22:57
p-Isopropyltoluene
uglkg
NO
5.0
031OW10 22:57
sac-Butylbenzene
uglkg
NO
5.0
03/09/10 22:57
Styrene
uglkg
ND
5.0
03109/10 22:57
tert-Butyl benzene
uglkg
ND
5.0
0310911 D 22:57
Tevachloroethene
uglkg
NO
5.0
03109/1022:57
Toluene
uglkg
NO
5.0
03109111)2Z57
trans-1,2-Dichloroethene
uglkg
NO
5.0
0310911022:57
tra ns- 1. 3-Di chloropropene
uglkg
NO
5.0
03/09/10 22:57
Tnchtoroethene
uglkg
NO
5.0
03/09/10 22:57
Trichlorofluoromethane
uglkg
NO
5.0
03/09110 22.57
Vinyl acetate
uglkg
NO
50.0
031D9110 22:57
Vinyl chloride
uglkg
NO
10.0
03/09/10 2Z57
Xylene (Total)
uglkg
ND
10.0
031D9110 2217
1.2-Dichloroethane-d4 (S)
%
106
69-121
03109/10 22:57
4•Bramofluorobenzene (S)
%
97
74-115
03/09/10 22:57
Dibromofluoromethane (S)
%
109
79.116
03/09/10 22:57
Toluene-d8 (S)
%
103
88-110
03/09/10 22:57
LABORATORY CONTROL SAMPLE: 412475
9264745007.9264745008.
Quallfiers
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
uglkg
50
53.7
107
75-137
1,1,1-Trichloroetharte
uglkg
50
59.3
119
70-140
1.1.2.2•Tetrachloroethane
uglkg
50
49.9
100
74-133
1,1,2-Trichloroethane
uglkg
50
55.3
113
79-129
1,1-Dichloroethane
uglkg
50
57.4
115
72-139
1.1-Dichloroethene
uglkg
50
55.4
111
69-154
1,1-Dichloropropene
uglkg
5D
53.3
107
74-138
1,2.3-Trichlorobenzene
uglkg
50
48.6
97
71-150
1,2,3-Trichloropropane
uglkg
50
53.6
107
74-135
1,2,4-Trichlorobenzene
uglkg
50
46.2
92
68-150
[phone]
Date: 03/22/2010 04-28 PM REPORT OF LABORATORY ANALYSIS Page 26 of 33
This report shall not be reproduced, except in full,
without the written consent of PPaac�e+Analytical Services, Inc.
1 f�lf✓..

e Pace Analytical S s. Inc. Pace Analytical Services, Inc.
aeeAnaly�ical 2225 Riverside Dr 9800 Kincey Ave. Suite 100
Wwwwafabsmm Asheville, NC 29804 Huniersville. NC 2$078
[phone] [phone]
QUALITY CONTROL DATA
Project: ARAMARK - GSO
Paoe Project No.: 9264745
LABORATORY CONTROL SAMPLE- 412475
Parameter
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,2,4-Trimethylbenzene
uglkg
50
53.4
107
70-130
1,2-Dibromo-3-chloropropane
uglkg
50
52.6
105
65-146
1,2-Dibromoethane (EDB)
uglkg
50
52.1
104
77-136
1,2-Dichlorobenzene
uglkg
50
51.5
103
75-141
1,2-Dichloroethane
uglkg
50
60A
121
74-134
1,2-Dichioropropane
uglkg
50
56.5
113
77-138
1,3,5-Trimethylbenzene
uglkg
50
52.8
106
65-128
1,3-Dichloco benzene
uglkg
50
50.0
100
76-133
1,3-Dichloropropane
uglkg
50
53.9
108
79-132
1,4-Dichlorobenzene
uglkg
50
48.5
97
75-137
2,2-Dichloropropane
uglkg
50
54.0
108
73-137
2-Butanone (MEK)
uglkg
100
114
114
61-138
2-Chlorotoluene
uglkg
50
51.7
103
73-138
2-Hexanone
uglkg
100
113
113
58-159
4-Chtorotoiuene
uglkg
50
53.0
106
75-136
4-Methyl-2-pentanone (MIRK)
uglkg
100
117
117
74-139
Acetone
uglkg
iD0
135
135
58-150
Benzene
uglkg
50
54.3
109
71-140
Bromobenzene
uglkg
50
54.7
109
72-144
Bromochioromethane
uglkg
50
68.7
137
78-133 L3
Bromodichloromethane
uglkg
50
54.0
108
78-133
Bromoform
uglkg
50
51.1
102
74-132
Bromomethane
uglkg
50
55.1
110
63-184
Carbon tetrachloride
uglkg
50
62.0
124
73-143
Chiorobenzene
uglkg
50
53.3
107
77-137
Chloroethane
uglkg
50
55.2
110
68-146
Chloroform
uglkg
50
58.0
116
75-137
Chioromethane
uglkg
50
51.8
104
54-143
cis-1,2-Dichloroethene
uglkg
50
56.6
113
71-143
cis-1,3-Dichloropropene
uglkg
50
54.1
108
76-133
Dibromochloromethane
uglkg
50
52.4
105
77-131
Dibromomethane
uglkg
50
56.4
113
63-184
Dichlorodifluoromethane
uglkg
50
47.7
95
36-173
Diisopropyi ether
uglkg
50
57.5
115
68-144
Ethylbenzene
uglkg
50
52.6
105
69.141
Hexachloro-1.3-butadiene
uglkg
50
49.2
98
70-152
lsopropylbenzene (Cumene)
uglkg
50
53.5
107
77-143
m&p-Xylene
uglkg
100
106
106
72-138
Methyl-tert-butyl ether
uglkg
50
63.3
127
2-138
Methylene Chloride
uglkg
50
50.4
101
69-136
n-Butyibenzene
uglkg
50
50.5
101
65-128
n-Propylbenzene
uglkg
50
53.6
107
72-139
Naphthalene
uglkg
50
52.5
105
61-138
o-Xylene
uglkg
50
54.3
109
74-137
p-Isopropyttoiuene
uglkg
50
51.5
103
66-128
sec-Butylbenzene
uglkg
50
52.5
105
72-140
Styrene
uglkg
50
52.1
104
76-137
tert-Butylbenzene
uglkg
50
55.3
ill
68-141
Date: 03/22/2010 04:28 PM REPORT OF LABORATORY ANALYSIS Page 27 of 33
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
rr1&&:

e Pace Analytical S. i, Inc. Pace Analytical Services, Inc.
- _ ceAnalytical 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
wwwpacvlaftcom Asheville. NC 28804 Huntersville, PVC 28070
[phone] [phone]
QUALITY CONTROL DATA
Project. ARAMARK - GSd
Pace Project No.: 9264745
LABORATORY CONTROL SAMPLE:
Parameter
412475
Units
Spike
Conc.
LC5
Result
LCS
% Rec
% Rec
Limits Qualifiers
Tetrachloroethene
uglkg
50
50.7
101
72-136
Toluene
uglkg
50
54.5
109
69-139
trans-1.2-Dichloroethene
uglkg
50
54.1
108
72.144
trans-1.3-Dichloropropene
uglkg
50
55,1
110
73-135
Trichloroethene
uglkg
50
54.6
109
75-136
Trichlorofluoromethane
uglkg
50
51.9
104
69-144
Vinyl acetate
uglkg
100
36AJ
36
50-150 L0
Vinyl chloride
uglkg
50
48.3
97
61-145
Xylene (Total)
uglkg
150
160
107
73-138
1,2-Dichloroethane-d4 (S)
%
110
69-121
4-Bromoflucrobenzene (S)
%
9$
74-115
Dibromofluoromethane (S)
%
102
79-116
Toluene-d8 (S)
%
101
88-110
MATRIX SPIKE SAMPLE:
Parameter
412903
Units
9264750001
Result
Spike
Conc.
MS
Result
MS
°% Rec
% Rec
Limits Qualifiers
1,1-Dichloroethene
uglkg
ND
52.1
68.8
132
33-158
Benzene
uglkg
NO
52.1
62.5
120
46-143
Chlorobenzene
ugAg
NO
52.1
59.1
113
29-159
Toluene
uglkg
NO
52,1
62.4
120
38-145
Thchloroethene
uglkg
NO
52.1
64.4
124
70-130
1,2-Dichloroethane-d4 (S)
%
113
69-121
4-Bromofluorobenzene (S)
%
91
74-115
Dibromofluoromethane (S)
%
102
79-116
Toluene-d8 (S)
%
101
88-110
SAMPLE DUPLICATE 412904
9264745003
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
1.1.1.2-Tetrachloroethane
uglkg
ND
ND
1.1.1-Thchloroethane
uglkg
ND
N❑
1,1.2,2- Tetra chloroethane
uglkg
ND
ND
1,1,2-Trichloroethane
uglkg
ND
ND
1,1-Dichloroethar*
uglkg
ND
ND
1,1-DicMoroethene
uglkg
ND
ND
1,1-Dichloropropene
uglkg
N❑
N0
1,2,3-Trichlorobenzene
uglkg
ND
ND
1,2,3-Trichloropropane
uglkg
ND
ND
1,2,4-TrieNorobenzene
uglkg
ND
ND
1,24-Trimethylberizene
uWkg
ND
ND
1,2-Dibromo-3-chtoropropane
uglkg
N❑
ND
1,2-Dibromoethane (EDB)
uglkg
ND
ND
1,2-Dichicrobenzene
uglkg
N❑
ND
1.2-Dichloroethane
uglkg
NO
NO
Date: 03/22/2010 04:28 PM
REPORT OF LABORATORY ANALYSIS
Page 28 of 33
This report shall not be reproduced, except in full,
without the written consent of Pace
Anal ytical Services, Inc
rebel •

x Pace Analytical S. I. Inc. Pace Analytical Services, Inc.
ace Analytical 2225 Riverside Dr 9800 Kinsey Ave. Suite 100
www.oacoraes.corr. Asheville. NC 28804 HunterswIle, NC 28078
[phone] [phone]
Protect: ARAMARK - GSG
Pace Protect No. 9264745
SAMPLE DUPLICATE: 412904
Parameter
1.2-Dichloropropane
1.3 , 5-Tri methyl be nzerle
13-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Butanone (MEK)
2-Chlorotoluene
2-Hexanone
4-Chlorotoluene
4-Methyl-2-pentanone (MIBK)
Acetone
Benzene
Bromobenzene
Bromochloromethane
Bromodi ch to ro methane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloraethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cls-1,3-Dichloropropene
❑ i b romoch I o rom ethane
Dibromomethane
DiChlorodiRucromethane
Diisopropyl ether
Ethyibenzene
Hexachloro-1.3-buladiene
lsopropylbenzene (Cumene)
m&p-Xylene
Methyl -tent -butyl ether
Methylene Chloride
n-Sutylbenzene
n-Propylbenzene
Naphthalene
o-Xylene
p-Isopropyltaluene
sec-Butylbenzene
Styrene
tent-Butylbenzene
Tetrachlorcethene
Toluene
trans-l.2-Dichloroethene
trans-1.3-0ichloropropene
Trlchloroethene
Date: 03122/2010 04:28 PM
QUALITY CONTROL DATA
Units
9264745003
Result
❑up
Result
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
ND
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
N❑
uglkg
NO
NO
uglkg
NO
ND
uglkg
N❑
NO
uglkg
NO
NO
uglkg
NO
ND
uglkg
NO
N❑
uglkg
ND
NO
uglkg
ND
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
ND
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
ND
NO
uglkg
ND
NO
uglkg
NO
ND
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
ND
uglkg
NO
NO
uglkg
NO
ND
uglkg
NO
ND
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
NO
uglkg
NO
ND
uglkg
NO
NO
uglkg
NO
ND
uglkg
NO
N❑
uglkg
N❑
ND
RPD oualifers
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of PPace
+Analytical Services, Inc.
Page 29 of 33

m Pace Analytical Si i, Inc. Pace Analytical Services, Ins,
aceAnalytical 2225 Riverside Or 9800 Kincey Ave. Suite 100
WAWPasalabs tcr++ Asheville. NC 26804 Huntersvnle. NC 2807E
[phone] [phone]
QUALITY CONTROL DATA
Project: ARAMARK -GSG
Pace Project No. 9264745
SAMPLE IJUPLICATE. 412904
Parameter
Units
9264745003
Result
Dup
Result RPD Qualifiers
Trichlorofluoromethane
uglkg
N❑
NO
Vinyl acetate
uglkg
ND
NO
Vinyl chloride
uglkg
NO
NO
Xylem (Total)
uglkg
NO
NO
1.2-Dichloroethane-d4 (S)
%
116
117 0
4-Bromofluorobenxene (S)
%
95
95 1
Dibromofluoromethane (S)
%
117
104 12
Toluene-d8 (S)
°%
101
102 0
Date: 03)2212010 04:28 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced. except in full.
without tl to written Con se}nt�of Pace
An a lytl caI Services, Inc.
l �i.ALiL
Page 30 of 33

;alc e A na iy fica / e
wompaculaftmm
Project: ARAMARK - GS0
Pace ProjectNo.: 9264745
Pace Analytical Sr i, Inc.
2225 Riverside Dr.
Asheville, NC 288D4
(e28)254-7176
QUALITY CONTROL DATA
QC Batch: PMST13O6O Analysis Method ASTM D2974-87
QC Batch Method: ASTM D2974-87 Analysis Description: Dry Weight/Percent Moisture
Associated Lab Samples: 9264745001. 9264745002, 9264745003, 9264745004
SAMPLE DUPLICATE: 411983
9264672002 Dup
Parameter Units Result Resutt RPD Qualifiers
Percent Moisture % 17.5 19.7 12
SAMPLE DUPLICATE: 411984
9264745004 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 24.8 23.7 5
Date: 03/22/2014 04:28 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Ina.
y
Pace Analytical Services, Inc.
9500 Kinney Ave. Suite 100
Huntersville, NC 20078
[phone]
Page 31 of 33

Pace Analytical Si Inc.
2ace Analytical 2225 Riverside Dr
wwxpace7abs can
Asheville. INC 26604
[phone]
QUALITY CONTROL DATA
Project. ARAMARK - GSO
Pace Project No.: 9264745
QC Batch. PMST13061 Analysis Method: ASTM D2974-87
QC Batch Method: ASTM 02974-87 Analysis Description. Dry WeighVPercent Moisture
Associated Lab Samples 9264745005. 9264745006, 9264745007. 9264745008. 9264745009. 9264745010. 9264745011
SAMPLE DUPLICATE: 412013
9264642041 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 21.1 18.6 13
SAMPLE DUPLICATE: 412016
9264642051 Dup
Parameter Units Result Result RPD Qualifiers
Percent Moisture % 18.6 18.9 2
Date: 0 3122)2 010 04:28 PM
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in (WI.
without the written consent of PPaajcee+Analyhcal Services_ Inc.
Pace Analytical Services, Inc.
9800 Kincey Ave Suite 100
Huntersville, NC 28078
[phone]
Page 32 of 33

s Pace Analytical Si 1, Inc. Pace Analytical Servicas. Inc.
aeeAnalytical 2225 Rrversrde Dr 9BDO K.ncey Ave. Suite 100
vww tic afls c.:�r Asheville. NC 28504 Hunterswlle, NC 26078
[phone] [phone]
QUALIFIERS
Protect ARAMARK - GSO
Pace Project No: 9264745
DEFINITIONS
DF - Dilution Factor, If reported. represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
M D L - Adjusted Method Detection Limit.
S - Surrogate
t.2-Diphenylhydrazlne (8270 listed analyte) decomposes toAzobenzene.
Consistent with EPA guidelines. unrounded data are displayed and have been used to calculate % recovery and RPD values
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
U - Indicates the compound was analyzed for, but not detected.
ANALYTE QUALIFIERS
C9 Common Laboratory Contaminant.
E Analyte concentration exceeded the calibration range. The reported result is estimated.
LID Analyte recovery in the laboratory control sample (LCS) was outside QC limits.
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits In
associated samples. Results unaffected by high bias
S2 Surrogate recovery outside laboratory Control limits due to matrix interferences (confirmed by similar results from sample
re -analysis).
S3 Surrogate recovery exceeded laboratory control limits. Analyte presence below reporting limits in associated samples.
Results unaffected by high bias.
Date 03/22/2010 04 28 PM REPORT OF LABORATORY ANALYSIS page 33 of 33
This report shall not be reproduced, except in full.
without the written win se�ntt of PPaacee Analytical Services, Inc.

ANALYTICAL ENVIRONMEN-FAL SERVICES, INC.
AES
March 16, 2010
Renee Snencer
Pace Analytical Services, Inc.
9800 Kincev Avenue, Suite 100
Huntersville NC 28078
TEL: [phone]
FAX: [phone]
RE: 9264745
Dear Renee Spencer: Order No: 1003709
Analytical Environmental Services, Inc, received 3 samples on March 9. 2010 10:55 am
for the analyses presented in following report.
No problems were encountered during the analyses. Additionally, all results for the associated
Quality Control samples were within EPA and/or AES established limits. Any discrepancies
associated with the analyses contained herein will be noted and submitted in the form of a
project Case Narrative.
AES' certifications are as follows:
-NELAC/Florida Certification number E87582 for analysis of Environmental Water,
soil/hazardous waste, and Drinking Water Microbiology, effective 07/01/09-06/30/10.
-AIHA Certification ID # 100671 for Industrial Hygiene samples (Organics, Inorganics),
Environmental Lead (Paint, Soil, Dust Wipes, Air), and Environmental Microbiology (Fungal)
effective until 09/01 / 1 1.
These results relate only to the items tested. This report may only be reproduced in full.
If you have any questions regarding these test results, please feel free to call.
Janice Winn -Shilling
Project Manager
3785 Ilk i .ss+i %i i,u ]INK KN% %N • Art AN t.a, C II , 30 3.4[i • Te i : [phone] • fAX- f 77[31457-81 Fitt
Page 1 of 11

Chain of Custody
Workorder: 9264745 Workorder Name: ARAMARK - GSO
Results Requested 3/19/2010
P1Q��
aceAnalXkal
w+vw.aacarsas.cpm
0
N
e]
a
Report 1 Irrvoicc To
Subcontract To
Re vested Analysis
Renee Spencer
�[
Pace Anafyical Charlotte
9800 Kinoey Ave. Suite 100
Huntersviile, INC 28078
Phone[phone]
k
Email: [e-mail]
Preserved Containers
f
Collect
Item
Sample 10
Oatef7ime
Lap ID
Matrix
=
LAB USE ONLY
1
B-20
3/412010 09-.50
9264745002
Solid
2
E-33
314120101110
9264745005
Solid
-�
3
`
5
�
�
Comments
Transfers
Released By
datelTime
I
"Received By
❑ateMme
q2
J
4
15
�. Ida y Rlarcn 05. 20ci; : FMT-ALL-C-002rev.00 24Mzr&2009 .
t0 6'p4•�{�

Chain of Custody
Workorder: 9264745 Workorder Name: ARAMARK - GS❑
Results Requeste-d 3/19/2010
WO 3111
ivo370'i
aceAnalyAcat'
o
aM
M
a
Report 1 Invoice To Subcontract To
RequeSted Analysis
Renee Spencer j' %
Pace Analytical Chartotte P.� 1� [��
9800 Kincey Ave. Suite 100
Hun#ersvil[e, NC 26078
�
Phone [phone]
Email: [e-mail]
Preserved Containers
r_
Collect
m
m
Item
Sample 10
DatefTime
Lab iD
Matrix
LAB USE ONLY
1
B-20
3/4/2010 09:50
9264745002
Solid
2
E-33
3,4i2010 111L0
9264745005
Solid
3
L-10-15
3141201014:20
9264746012
Solid
4
5
j
Comments
Transfers
eie d SY
Daterrime
a +ved By
DatefTime
l
cc;
soy
A)Xnte 1
^ i iU
Tuesday. March 09, 2010 1:39:31 PM FMT-ALL-C-002rev.04 24March2009

Analytical Environmental Services, Inc
Date: 22-Mar-10
Client: Pace Analyticat Services, Inc.
Project: 9264745 Case Narrative
Lab ID: 1003709
Sample 1003709-003A113 was received on 3/10/2010 @ 12:35pm. Per COC instructions to log with job 9264745. it was added to
this WO.
Page 4 of 11

Analytical Environmental Services. Inc
Date: 22-Mar-10
Client:
Pace Analytical Services, Inc.
Client Sample ID:
B-20
Project:
9264745
Collection Date-
3/4/2010 9.50.00 AM
Lab ID:
1003709-001
Matrix:
Solid
Analyses Result Reporting Qual Units Batch[D Dilation Date Analyzed Analyst
Limit Factor
Total Organic Carbon SW9060A Modified (SW9060 Modified)
Total Organic Carbon (TOC) BR1. 500 mglkg-dry 126336 1 03/11/2010 1122 GP
Chemical Oxygen Demand (CUD) E410.4
Chemical Oxygen demand '4 10 m&I R167344 1 03/12/2010 10.20 MG
QUA110 rs: Value exceeds maximum tormu inani ltrvel
BRL Below reporting limit
H HoMi ng times for preparation or analysts exceeded
ti Amlyle not NELAC certified
B Arm lyre deected in the wocured method blank
Catwler than Result val tie
E
Esnmulled (v4ve above Quanlnahan range)
S
Spike Recovery outside Moss due to matrix
Nary
See w VI r L ve
NC
Not confirmed
I
Lei than Result Wue
Page 5 of 11

Anal tical )Environmental Services, Inc
Date: 22-Mar-10
Client:
Pace Analytical Services, Inc.
Client Sample ID:
E-33
Project:
9264745
Collection Date.
3/4/2010 11:10:00 AM
Lab ID:
1003709-002
Flatrix:
Solid
Anal ses Result Reporting Dilution
y Limit Qual l nits BatchlD Factor bate Analyzed Analyst
Total Organic Carbon SW9060A Modified (SW9060 Modified)
Total Organic Carbon (TOQ l3ltl. 5w mg/KS-dry 126336 1 0311 1/2010 14:19 GR
Chemical Oxygen Demand (COD) E410.4
Chemical Oxygen Demand 56 10 man- R167344 1 031121201010;20 MG
[)ualinees: Value exceeds maximum comamiiMnt level
BRL Below reporting limn
H Holding inru i for prepilranon m analyhn exceeded
N Analyze no[ NTELAC mnified
B Analyze delecmd in the associated method plank
I Comm than RcauIi value
E Estimated (va iue abovc gw,imauon rangc)
5 Spike Recovery outwdo limits due to mattm
Tarr Sec east aar twe
YC Not confirmed
c Laes than Res" value
Page 6 of 11

Analytical Environmental Services. Inc
Date: 22-Mar-10
Client:
Pace Analytical Services, Inc.
Client Sample 1D:
L-10-15
Project:
9264745
Collection Dote:
3/412010 2:20:00 PM
Lab ID.
1003709-003
Matrix:
Solid
Reporting Dilution
Analysts Result Qual [nits SatcitlD I]are .Inaly►ed .In:elgst
Limit Factor
Total Organic Carbon SW9060A Modified [SW9060 Modified]
Toted Organic: Carbon (TOC) 769 100 »g. Kg -dry 126336 1 0311212R10 10.58 GR
Chemical Oxygen Demand (COD) E410.4
Chemical Oxygen Demand 9kt lu mg'L 11167344 1 0311V2010 10.20 MG
Qualifiers: Value excaeds maximum contaminant Iwel
BRL Below re oruog hrrBI
H Holding (kmes for preparamon or analysts "Coeded
4 Amlyle not NELAC arufted
B Atmlyte datoa W to the associated method blank
I Greaser Than Result �nlue
£ Esumatodlvaluoabovegvanotauonramge)
S Spike Recovery outside Ian, ro due to matrin
parr sw case narramvc
NC Not confirmed
Less than Result value
Page 7 of 11

Analytical Enviroinnental Services, Inc.
5an1ple/Cooler Receipt Checklist
Clieltt �_ L �l_ (York Order Numbcr
Checklist completed by 11 C—L
Signat�atur Oate
' Carrier name. FcdEa /UPS Courier Client US Mail Other
Shipping container/cooler in good condition? Yes
Custody seals intact on shipping container/cooler?
Yes _
Custody seats intact on sample: bottles?
Yes
ContainerlTemp Blank temperature in compliance? (40C±2)1
Yes
Fv
3Cooler
Cooler # I #2 Cooler #3
Cooler #4
Chain of custody present?
Yes
Chain of custody signed when relinquished and received?
Yes ► /
Chain of custody agrees with sample labels?
Yes
Samples in proper container/bottle?
Yes
Sample conlainers intact?
Yes
Sufficient sample volunte for indicated test?
Yes
All samples received within holding time?
Yes
Was TAT COC?
Yes
marked on the
Proceed with Standard TAT as per project history?
Yes
VOA
Water - VOA vials have zero headspace? No vials submitted
Water - pH acceptable upon receipt?
Yes _
No _ . Not Present
No _ Not Preseut
No Not Present
N`o
Coolers Cooler#G
NO No
No
No T
NO _
No
No
No
No
Yes
No
Not Applicable
No
Nat Applicable
Adjusted? Checked by
Sample Condition: Good J Other(Explain)
(For diNusive sautples or A I H A lead) Is a known blank included? Yes _ No
See Case Narradve For resolution of the Non -Conformance,
• sat»hles do not Irate to Comply %;:itIt lhegi%en mrige tau eertTin p7raMelers.
1UQuality AssurartccWheckIists Procedures Sign-O[t Temp latcslChcckIistslSAmple Receipt ChecklisOSatnpie_Cooler_R'Oceipt_Chccklist
Page 8 of 11

Analytical Environmental Services, Inc.
Sample/Cooler Receipt Checklist
Client D& Wort: Order Number
Checklist completed by�__� f Q d
Signature Date
Carrier name: FedEx V UPS Couricr Client US Mail Other
Shipping container/cooler in good cnndillon? Yes Na _
Custody seals intact on shipping containerlcooler? Yes _ No _
Custody seals intact on sainple bottles? Yes _ No _
Cosrtaincf/Temp Blank temperature in compliance? (4C-t2)* Yes *"f No
f
Cooler N1 ' [. Cooler #2 Cooler #3 Cooler P4
Chain of custody ]resent? Yes �% No _
Chain of custody signed tvhen relinquished and received? Yes No
Chniti of custody agrees with sample labels? Yes , No
Sarupics in proper conlainerlbotile? Yes No _
Sample containers intact? Yes No
Sufficient sample. voltune for indicated test`? Yes No
All samples received within holding time? Yes No _
Was TAT marked on the COC? Ycs No
Proceed with Standard TAT as per project history? Yes _ No
Water - VOA vials have zero headspace? No VOA vials submitted Yes
Water - pli acceptable upon receipt? Yes _ No
Adjusted? ._Checked by
Snrnple Condition: Good _ Other(Explain)
(For diffusive samples or AIHA ]cad) is a known blank included? Yes
See Case Narrative for resolutfotl of the Non-Cofformance.
Not Present _
Not Pitscnt
Not Present
Cooler115 Cooler lib
Not Applicable JLZ
No
Not Applicable
No _�"/
* Saniples de not have I comply with the givmi ranga for certain parameters
VQuality Assurance\Checklisls Procedures Sign-0 W Tcrnplates\ClsrrkIisl0arriple Rioceipt Check) istASanip] e Choler Rmeipt_Cliec klis[
Page 9 of 11

Analytical En►ironntcntal Services, Inc
Client: Pace Analytical Services. Inc.
Project Name: 9264745
W orko rd er: 1003 709
Dale: 16-Mar-10
ANALYTICAL QC SUMMARY REPORT
Batch 11R: 126336
Sample ID: MB-126336
Client ID:
Units: mg/Kg-dry Prep Date: 03/10/2010
Run No: 167321
5ample'rype: MBLK
TestCode: Total Organic Carbon S►►'9a60A !Modified
BatchlD: 126336 Analysis Date: 03/11/2010
Seq No: 3469277
Analyte
Result RPT Limit SPK value SPK Ref Val
o/oREC Low Limit High Limit RPD Ref Val %RP❑
RPD Limit Qua[
Total Organic Carbon (TOC) SRI. 500 0 0 0 0 0 0 0 0
Sample ID: LCS-126336
Client ID:
Units: mg/Kg-dry Prep Date: 03/10/2010
Run No: 167321
Samplelype: LCS
TestC:ode: 'toW1 Orgpnir Carbon S►F'91MDA modified
BatchID: 126336 Analysis fate: 03/11/2010
Seq No: 3469278
Analyte
Result RPT Limit SPK value SPK Ref Val
%REC Low Limit High Limit RPD Ref Val %RPD
RPD Limit Qual
Total Organic Carbon (TOC) 2673 500 2140 0 125 70 130 0 0 0
Sample ID: 1003709-001BDUP
Client ID: B-20
Units: mglKg-dry Prep Date: 03/1012010
Run No: 167321
SampleType: DIT
TeSICode: Total Organic Carbon SW50"OA Modified
BatchlD: 126336 Analysis Date: 03/11/2010
Seq No: 3469280
Analyte
Result RPT Limit SPK value SPK Ref Val
o%REC Low Limit High Limit RPD Rcf Val %RPD
RPD Limit Qua]
Total Organic Carbon (1.()C) BRL 500 Il 0 224.0 0 50
t)uallners: I Ciro w Shan Re.ult value
aRl. Below tcpmsirig Iimii
f Eehmaled %xIue delecled below Relxrmng 1-mat
Rpt Lim Repmnng Limn
Less then ke%ult value
E E"imled [value above quonl cur arc ranyol
N Analyte not NEI.Ar ocrnfied
S Sprke Reonvm• o w4c Irmth due io matnx
B Ana 17Re decocted in the aafapated mnhod blank
11 Holding iiiti s for preparation or rnolysts exceeded
R Rt'n aut.i* bimis due to roan%
Page 10 of 11

Anaivtical Environmental Services, Inc
Date: 16-Mar-10
Client: Pace Analytical Services, Inc. ANALYTICAL QC SUMMARY REPORT
Projeet Name: 9264745
Workorder: 1003709 BatchID: R167344
Sample 1D: M11-14167344
Client ID:
Units: mg/L
Prep Date:
Run No: 1673"
SampleType: MBLK
TestCnde: Chemical Orygm demand (CUD) E410.4
BatchlD: R167344
Analysis Date: 03/12/2010
Seq Net: 3469849
Analyte
Result RPT Limit SPK value SPK Ref Val
%REC Law Limit
High Limit RPD Ref Val %RPD
RPD Limit Qua!
Chemical Oxygen Demand BRL 10 0 0 0 0 0 0 0 0
Sample ID: LCS-R]67344
Client ID:
Units: mg1L
Prep Date:
Run No: 167344
SampleType: LC S
TestCnde: Chemical Oxygen Drmnad (COD) E410.4
BatchID- R167344
Analysis Date: 03/12/2010
Seq No: 3469850
Analyte
Result RP7' Limit SPK value SPK Ref Val
%REC Low Limit
High Limit RPD Ref Val %RPD
RPD Limit Qua]
Chemical Oxygen Demand 497.8 10 500 0 99.6 90 110 0 0 0
Sample 1D. 1003572-001DMS
Client ID:
Units: mgll.
Prep Bate:
Run No. 167344
SalnpleType: MS
TestCnde: Chemist Oxygen Demand (COD) E410.4
BatchlD: R167344
Analysis Date: 03/1212010
Seq No: 3469958
Analyte
Result RPT Limit SPK value SPK Ref Val
%REC Low Limit
High Limit RPD Rei'Val %RVD
RPD Limit Qual
Chemical Oxygen Demand 393.2 12 375 21.44 99.1 90 110 0 0 0
Sample ID: 1003687-NIFMS
Client ID:
Units: mg/l.
Prcp Date:
Run No: 167344
SampleType: MS
Tes(Codc. Chemical Oxygen nemand (COD) E414.4
BAtchlD; R167344
Analysis Date; 03/12/2010
Seq No: 3472933
Analyte
Result RPT limit SPK value SPK Ref Val
%REC Law Limit
High Limit RPD Ref Val %RPD
RPD limit Qua]
Chemical Oxygen Demand 38T5 12 375 12.28 100 90 110 0 0 0
Sample ID: 1003572-OOIDMSD
Client 1D:
Units: mglL
Prep Date:
Run No: 167344
SampleType: MSD
TestCnde: Chemical Oxygen demand (COD) E410.4
Batch[D: R167344
Analysis Date: 03/12/2010
Seq No: 3469859
Analyte
Result RPT Limit SPK value SPK Ref Val
%REC Low Limit
High Limit RPD Ref Val °/oRPD
RPD Limit Qual
Chemical Oxygen Demand 398.9 12 375 21.44 101 90 110 393.2 1.45 30
opalfieea. I GrrOter thAD Rrsull .glue
gal. 11e10n repening hnut
1 Fsnarwted value delrcled hrlmr Rcpanmg! an5n
ltpt Lin aepornng Lnna
L.css lban Result va]uc
F. Esumaled (mine above quanutatim range)
N AFiat lytcnot NFl_ACcttnfrd
S Spike Rrcmery outsade I nuts due to manik
a Analyte detected to the assoctaled mcrhod blank
11 Holdin limes Poe preparation OF analyses neredrd
R RPD outstde Imtats due to nialnx
Page 11 of 11

PaceAnalytical '
n.ra Fe nnm
CHAIN -OF -CUSTODY ! Analytical Request Document
The Chain -of-Cuslody, is a LEGAL DOCUMENT. All relevant frelds must be Completed accurately,
Pape. of
Section A Secton 8 Sadlon C
Required Chen! Information Required Project Information' IhvNCa Informaton:
R f
C an iCornV L L Atlenl
13250
rl L�� ..
Adelhgyt
�i J
copy in:
Cn� Najm�+�
REGULATORY AGENCY
Order No.
Address:
Paw00we
I NPIDES GROUND WATER DRINKING WATER
f UST i RCRA OTHER
Emaii To Purchase
Reference:
-
7 I1
Fax
�leme — ! n
` �l [1
PPujed
ncC
Ace Par
Vte Location
STATE:
ua
Requested Data AT:
Propel Number:
Pars Profan ■
VIA■
Requested
Analysis
Filtered
{YINj
Sactian D Matrix Cad bs
Z
Roqu i rod is f;- ,r l•r�n Tf RI% r CODE
COLLEGTEQ
Preservatives
)'
Dnnkrng Water DW
U
2
Water WT
Wnafe Wn1nr vvVJ
$
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m
�eririll
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- - _
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Sample IDs MUST BE UNIQUE Tissue TS
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ADDITIONAL COMMENTS
RELINQUISHED BY 1 AFFILIATION
DATE
TIME
ACCEPTED SY_1 AAFFILIATION
DATE
TIME
SAMPLE CONDTTIONS
- (L)
[rr 6
G�J
1633
I.Cel
C4
A.)
SAMPLER NAME AND SIGNATURE
ORIGINAL
8
PRINT Name of SAMPLER- 754 a5
.n
O x
O m
E
DATE Signed
SIGNATURE of SAMPLER:
(MMODIYYI: 3-�4'--�o7
N
rn
1n'porian! Note. By sipring this form yW ore adcepBnP Pace's NET 30 day payment fem+s and ayruerrg w late chargos of + 55o per monlnvany rnrnn;es rm[ psd w d— 30 days F-ALL-0-010r6v.U1, T 5-May-GW 1

Tom, ■ ■ ■ 1 a � � ■
,Face Analytical Client Name:&&Q_ � 1_/_VW 1 P rah ect # ��
Courier- [] Fed Ex ❑ ups ❑ USPs Client ❑ Co erciai ❑ Pace Other Optional
Pro- I]ue. Date: NIA
Custody Seal on Cooler.Box Present- ❑ yes na Seals intact- ❑ yes na j"
>''roj. Maine:..- _'.-_' ``NCR ::---.
Packing Material: ❑ Bubble Wrap ubl✓le Bags ❑ None ❑other
Thermometer Used T060 Type of Ice: 69 Blue None Samples or. ice, cooling process has begun
Gooier Temperature !I
Biological Tissue is Frozen: Yes No NIA
Date and initials of person examining
eontenrs:
Ter-p should be above freezing to 6'C
Comments:
Chain of Custody Present
re
WNo
GNIA
1.
Chain of Custody Filled Out:
Yes
❑No
IINIA
2,
Chain of Custody Relinquished
es
ON
❑NIA
3-
Sampler Name & Signature on COC:
Ye
No
❑NIA
4.
Samples Atrived within Hold Time
res
❑Ma
❑NIA
5.
Short Hold Time Analysis (<72hr);
[]Yes
eN.
❑NIA
6
Rush Turn Around Time Requested -❑fires
N❑
'❑NIA
7.
Sufficient Volume:
2 es
❑No
ONIA
g.
Correct Containers Used- -.
yes-
ONO
❑NIA
g.
-Pace Containers Used.
fires
ONO
❑NIA
Containers lntact.
Yes
ONO
❑NIA
10.
Filtered volume received for Dissolved tests
❑Yes
ONO
L2<1A
11
Sample Labels match CCC:
❑Yes
o
❑NIA
12 We &Cef
7Wr cam'f 5 Ndr 000
-includes date/time/10/Analysis Matrix:
C. (0• C.s
All containers needing preservation have been checked.
Yes
ONoCR
lA
13 L ~ / L) j!�2
r)d-ke toT- .
All containers needing preservation are found to he rn
J A • �, — /0 — �5
L t: /O
compliance with EPA recommendation.
f s
ONO
exceptions: VOA, ccliform, TOC, O&G, UN-DRO {watery
❑Yes
ONO
nilial when corrpieted
Samples checked for dechiorination:
❑Yes
ONO
UINOFIA
14-
Headspace in VCA Vials { >6mm)
Ores
ONO
NIA
15.
Trip Blank Present:
❑Yes
ONO
9 NI
16,
Trip Blank Custody Seals Present
❑res
ONO
NIA
Pace Trip Blank Lot # (if purchased): NIA
Client Notification/ Resolution: Field Data Required? Y 1 N / NIA
Person Contacted.
Comments/ Resolution:
DatelTime,
Project Manager Review: 1?AJ mate: 110
ON
P
Note. Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office (i.e out of hold, incorrect preservative, out of temp, incorrect containers)

lacmnalyfical'
amy., acela�s.ctr.
March 19, 2010
Mr. Joe Nestor
Nesco Environmental
PO Box 78222
Charlotte, NC 28271
RE: Project: Aramark-Greensboro
Pace Project No.: 9264741
Dear Mr. Nestor:
Pace Analytical Si i, Inc.
2225 Riverside Rr.
Asheville, NC 28804
[828)254-7175
Pace Analytical Services, Inc.
9800 KinceyAve. suae Too
Huntersville, NC 28078
Enclosed are the analytical results for samples} received by the laboratory on March 05, 2010. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersviile laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Renee Spencer
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full
without the written consent off PPaacee Analytical Services, Inc.
[704]875.9092
Page 1 of 12

aceAnalyticalr
www.p&cLvabs.com
Project: Aramark-Greensboro
Paw Project No. 9264741
Asheville Certification IDS
2225 Riverside Dr. Asheviiie, NC 28804
Connecticut Certification #: PH-0106
Virginia Certification #: 00072
Tennessee Certification #: 2980
South Carolina Certification #: 99030001
South Carolina Bioassay Certification #: 99030002
Pennsylvania Certification #: 68-03578
North Carolina Wastewater Certification #: 40
Pace Analytical SP r, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 Kinsey Ave Suite 100
Asheville, NC 28804 Huntermile, NC 28078
[phone] [phone]
L44:1:7191;1toL•vaIto]kill
North Carolina Drinking Water Certification # 37712
North Carolina Bioassay Certification #: 9
New Jersey Certification #: INC 011
Massachusetts Certification #: M-NC030
Louisiana/LELAP Certification #: 03095
Flodda/NELAP Certification #: E876"
West Virginia Certification #: 356
REPORT OF LABORATORY ANALYSIS Page 2 of 12
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services. Inc
nelac

r Pace Analytical & r, Inc. Pace Analytical Servkea, Inc.
ceAnalyfical 2225 Riverside Dr. 9800 Kincey Ave. Suits 100
w*w 00M Asheville, NC 28004 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project Aramark-Greensboro
Pace Project No.: 9264741
Sample: MW-3A Lab ID: 9264741001 Collected: 03/05/10 13:00 Received: 03/05/10 16:33 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Clual
200.7 MET ICP, 3030C
Analytical Method: EPA 200.7 Preparation Method: SM 3030C
Iron
24700 ug/L
50.0
1 03/08/10 09:49
03/16/10 20:23
7439-89-6
Manganese
323 uglL
5.0
1 03/08/10 09:49
03/16/10 20:23
7439-96-5
200.7 MET ICP, Dissolved
Analytical Methad: EPA 200.7 Preparation Method: EPA 200.7
Iron, Dissolved
1880 uglL
50.0
1 03115/10 11:49
0306110 2217
7439-69-6
Manganese, Dissolved
45.3 ug/L
5.0
1 03/15/10 11:49
03M6110 22:17
7439-96-5
363.2 Nitrogen, N07JN03 unpres
Analytical Method; EPA 353.2
Nitrogen. Nitrate
18.7 mg1L
0.40
4
03/05110 22 16
Nitrogen, Nitrite
2.3 mglL
0.40
4
03/05/10 22:16
Nitrogen. NO2 plus NO3
21.0 mgl>_
0.40
4
03/05/10 22:16
5220D COD
Analytical Method: SM 5220D
Chemical Oxygen Demand
ND mglL
25.0
1
03/17/10 11:58
53108 TOC
Analytical Method: SM 5310B
Total Organic Carbon
12.2 mglL
1.0
1
03/11/10 19:45
7440-44-0
ASTM D516.90 Sulfate Water
Analytical Method: ASTM D516-90
Sulfate
37.8 mg/L
10.0
2
03111/1011:58
14808-79-8
Date: 03/1912010 03:24 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reprpduced, except in full.
wdhrut the wrOon consent of Peeac+Analytical Services, Ina
ti lG7PaaIL.
Page 3 of 12

Pace Analytical Sr 3, Inc. Pace Analytical Services, Inc.
2aceAnalyticala 2225 Riverside Dr. 9800 Kincey Ave. Suite 100
www =R Asheville, NC 28004 Huntersville. NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Project: Aramark-Greensboro
Pace Project No.: 9264741
Sample: MW-4A Lab ID: 9264741002 Collected: 03/05/10 11:30 Received: 03/05/10 16:33 Matrix: Water
Parameters
Results units Report Limit
DF
Prepared
Analyzed
CAS No. ❑ual
200.7 MET ICP, 3030C
Analytical Method EPA 200.7 Preparation Method: SM 3030C
Iron
2290 uglL
50.0
1
03/08/10 09.49
03116/10 20:16
7439-89-8
Manganese
52.1 ug1L
5.0
1
03/08/10 09'49
03/16110 20:16
7439-96-5
200.7 MET ICP, Dissolved
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Iron, Dissolved
257 uglL
50.0
1
03/15/10 11.49
03/16/10 22:34
7439-89-6
Manganese, Dissolved
15.6 uglL
&0
1
03/15/10 11 A9
03/16/10 22,34
7439-96-5
3S3.2 Nitrogen, N021NO3 unpres
Analytical Method EPA 353.2
Nitrogen, Nitrate
1.9 mglL
0,10
1
03/05/10 22:11
Nitrogen, Nitrite
0.40 mg/L
0.10
1
03/05/10 22:11
Nitrogen, NO2 plus NO3
2.3 mglL
0,10
1
D3105110 22,11
5220D COD
Analytical Method: SM 5220D
Chemical Oxygen Demand
ND mg1L
25.0
1
D3117110 11:58
5310E TOC
Anatyticai Method: SM 5310B
Total Organic Carbon
3.7 mglL
1.0
1
D3111110 19:45
7440-44-0
ASTM D516.90 Sulfate Water
Analytical Method: ASTM D516-90
Sulfate
40.8 mWL
10.0
2
D3111110 12:00
14808-79-8 MO
Date: 03/19/2010 03:24 PM REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace
Analytical Services, Inc..
o�
Page 4 of 12

CeAnaljftala
www.paceiam.can
Pace AnalytkaI Si I. Inc.
2225 Riverside Or.
Asheville, NC 28804
(H28)254-7178
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
HuntersvMe, NC 28078
[phone]
Project: Aramark-Greensboro
Pace Project No. 9264741
Sample: MW-4B Lab ID. 9264741003 Collected: 03/05/10 10:25 Received: 03/05110 16:33 Matrix: Water
Parameters
200.7 MST ICP, 3030C
Iron
Manganese
200.7 MET ICP Dissolved
iron, Dissolved
Manganese, Dissolved
363.2 Nitrogen, N021NO3 unpres
Nitrogen, Nitrate
Nitrogen, Nitrite
Nitrogen, NO2 plus NO3
5220D COD
Chemical Oxygen Demand
53108 TOC
Total Organic Carbon
ASTM D516.90 Sulfate Water
Sulfate
Results Units Report Limit
DF
Prepared
Analyzed
CAS No. Llual
Analytical Method: EPA 200.7 Preparation Method: SM 3030C
97.5 uglL
50,0
1
03/08/10 09:49
03116/10 19:59
7439-89-6
6.8 ug1L
5.0
1
03/08110 09:49
03/16/10 19:59
7439-96-5
Analytical Method: EPA 200.7 Preparation Method: EPA 2007
54.6 ug/L
50.0
1
03/15/10 11:49
03/16/10 22:42
7439-89-6
17.6 ug/L
5.0
1
03/15/10 11 A9
03/16/10 22:42
7439-96-5
Analytical Method: EPA 353.2
6.2 mglL
0.10
1
03/05/10 22:07
ND mglL
0.10
1
03/05/10 22'07
6.2 mglL
0.10
1
03/05/10 22:07
Analytical Method: SM 5220D
ND mg1L
25.0
1
03117110 11 :58
Analytical Method: SM 5310B
8.6 mg1L
1.0
1
03111/1019:45
7440.44-0
Analytical Method: ASTM 0516-90
39.3 mglL
5.0
1
03/11/10 11 A9
14808-79-8
r ANALYSIS
except in full,
dcal Services, Inc.
Page 5 of 12

x Pace Analytical So r, Inc. Pate Analytical Services, Inc.
aGeAnalytical 2225 Riverside Dr 9800 Kincey Ave. Suite 100
WWW'OcOa"Com Asheville, NC 28804 Huntersvdle, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: Aramark-Greensboro
Pace Project No.: 9264741
QC Batch. MPRPI5935
Analysis Method: EPA200.7
QC Batch Method: SM 3030C
Analysis Description: 200.7 MET 3030C
Associated Lab Samples: 9264741001. 9264741002.
9264741003
METHOD BLANK: 411949
Matrix. Water
Associated Lab Samples: 9264741001. 9264741002,
9264741003
Blank Reporting
Parameter
Units
Result Limit
Analyzed
Qualifiers
Iron
uglL
N❑ 50.0
03116/1019:62
Manganese
ugiL
N❑ 5.0
0311611019:52
LABORATORY CONTROL SAMPLE:
411950
Spike LCS
LCS %
Rec
Parameter
Units
Cone. Result % Rec Limits Qualifiers
Iron
uglL
5000 5350
107
85-115
Manganese
uglL
500 526
105
85-115
MATRIX SPIKE SAMPLE.
411951
9264741003 Spike
MS
MS
°% Rec
Parameter
Units
Result Cone.
Result
°% Rec
Limits Qualifiers
Iron
ug/L
97-5 5000
4990
98
70-130
Manganese
ug/L
6.8 500
485
96
70-130
SAMPLE DUPLICATE: 411952
9264741002 Dup
Parameter
Units
Result Result
RPD
Qualifiers
Iron
ug1L
2290 2350
2
Manganese
ug/L
62.1 52.8
1
Date: 0311912010 03:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Without the written ccnse n„t of�Pace
.Analytica I Services, Inc.
Page 6 of 12

n / r r. Pace Analytical Si �. Inc. Pare Analytical Services, tnc.
-;aceAnalytical'
I alyti{ca 2225 Riverside Dr. 9800 Kmcey Ave Suite 100
wwwpaceleascam Asheville, NC 28804 Huntersville, NC 26078
te281254-7178 [phone]
QUALITY CONTROL DATA
Protect: Aramark-Greensboro
Pace Protect No.'. 9264741
QC Balch- MPRP15968
Analysis Method:
EPA 200.7
QC Batch Method- EPA200-7
Analysis Description.
200.7 MET Dissolved.
Associated Lab Samples- 9264741001. 9264741002
9264741003
METHOD BLANK: 415076
Matrix: Water
Associated Lab Samples: 9264741001. 9264741002.
9264741003
Blank Reporting
Parameter Units
Result Limit
Analyzed Qualifiers
Iron, Dissolved ug1L
ND
50.0 03/16/10 22:10
Manganese, Dissolved ug/L
ND
5.0 03/16/10 22-10
LABORATORY CONTROL SAMPLE: 415077
Spike LCS
LCS % Rec
Parameter Units
Conc. Result
% Rec Limits Qualifiers
Iron. Dissolved ug/L
5000 4980
100 85-115
Manganese, Dissolved ug/L
500 496
99 85-115
MATRIX SPICE SAMPLE:
Parameter
415078
Units
9264741001
Result
Spike MS Ms
Conc. Result % Rec
% Rec
Limits Qualifiers
Iron. Dissolved
uglL
1880
5000 6390 90
70-130
Manganese, Dissolved
ug[L
45.3
500 487 88
70-130
SAMPLE DUPLICATE: 415079
9264741002
Dup
Parameter
Units
Result
Result RPD Qualifiers
Iron, Dissolved
ug/L
257
250 3
Manganese, Dissolved
ug/L
15,6
14.5 7
Date: 03/19/2010 0124 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the wrrtten con sent of Pace
AnalyticaI Services, inc.
„
1 eta
Page 7 of 12

® Pace AnalyficsI Si I. Inc, Pace Analytical Services, Inc.
aceAnalyitcal 2225 Riverside Or 9800 Kincey Ave. Suite 100
WWWPac*b".=r+ Asheville. NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
Project: Aramark-Greensboro
Pace Project No.: 9264741
QC Batch: WETA16867 Analysis Method: EPA 353.2
OC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite. Unpres.
Associated Lab Samples: 9264741001. 9264741002, 9264741003
METHOD BLANK: 411766
Matrix
Water
Associated Lab Samples:
9264741001, 9264741002, 9254741003
Blank
Reporting
Parameter
Units Result
Limit
Analyzed Qualifiers
Nitrogen, Nitrate
mg/L ND
0.10
03/05110 21:56
Nitrogen, Nitrite
mglL NO
0.10
03/05/10 21:56
Nitrogen, NO2 plus NO3
mg1L N❑
0.10
03105/10 21:56
LABORATORY CONTROL SAMPLE: 411767
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrate mg1L 5 513 106 90-110
Nitrogen, Nitrite rrlglL 1 1.1 108 90-110
Nitrogen, NO2 plus NO3 mg1L 5 5.3 106 90-110
MATRIX SPIKE SAMPLE:
Parameter
411768
Units
9264424012
Result
Spike MS
Conc. Result
MS
% Rec
% Rec
Limits Qualifiers
Nitrogen, Nitrate
mg1L
1.4
5 7.0
111
90-110 M0
Nitrogen, Nitrite
rrVL
NO
1 1.1
112
90-110 M0
Nitrogen, NO2 plus NO3
mg1L
1.4
5 7.1)
111
90-110 MO
SAMPLE DUPLICATE: 411769
9264-424013
❑up
Parameter
Units
Result
Result RPD
Qualifiers
Nitrogen, Nitrate
mg1L
0.36
0.36 1
Nitrogen, Nitrite
mg1L
NO
N❑
Nitrogen, NO2 plus NO3
tN/L
0.36
0.36 1
Date: 03/19/2010 0324 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full.
with" the written GQnsent of Pace Analytical Services, Inc..
Page 8 of 12

Pace Analytica1 34 c, Inc. Pace Analytical Services, Inc.
/7KmAnalytical 2225 Riverside Dr 98M Kincey Ave. Suite 100
Asheville, NC 20804 H u ntersville, IYU 28078
[928]254-7176 (704)87S-9082
QUALITY CONTROL DATA
Project: Aramark-Greensboro
Pace Project No.: 9264741
QC Batch: WETA16923 Analysis Method: SM 5220D
QC Batch Method: SM 5220D Analysis Description: 5220D COD
Associated Lab Samples. 9264741001. 9264741002, 9264741003
METHOD BLANK. 415460 Matrix: Water
Associated Lab Samples: 9264741001. 9264741002. 9264741DO3
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Chemical Oxygen Demand mg1L NO 25.0 03/17/10 11:58
LABORATORY CONTROL SAMPLE: 415461
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Chemical Oxygen Demand mg►L 750 747 100 90-110
MATRIX SPIKE SAMPLE:
415462
9264538001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Chemical Oxygen Demand
mglL
3350
1500
3180
-11
75-125 MO
MATRIX SPIKE SAMPLE:
415467
9265096001
Spike
MS
MS
°% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Chemical Oxygen Demand
mg1L
1430
750
1580
21
75-125 MO
SAMPLE DUPLICATE: 415466
9264540002 Dup
Parameter Units Result Result RPD Qualifiers
Chemical Oxygen Demand mg1L 1700 1670 2
SAMPLE DUPLICATE- 415468
Parameter
Chemical Oxygen Demand
Date: 0311912D10 03:24 PM
9264688001 Dup
Units Result Result
mglL 1150 1150
RPD Qualifiers
0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
without the written consent
of Pace Analytical Services, Inc..
Page 9 of 12

_ cekialytr'cale
rrww.paoera6a.cvm
Project: ATamark-Greensboro
Pane Project No.: 9264741
Pace Analylica1 S s, Inc.
2225 Riverside Dr.
Asheville. NC 28804
[phone]
QUALITY CONTROL DATA
OC Batch: WETM897 Analysis Method: SM 53108
QC Batch Method: SM 5316B Analysis Description: 5310E TOC
Associated Lab Samples 9264741001, 9264741002, 9264741003
METHOD BLANK: 413827 Matrix Water
Associated Lab Samples: 9264741001. 9264741002, 9264741003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Organic Carbon rVL ND 1.0 03/11/10 19:45
Pace Analytictai Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville. NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 413828
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic Carbon mg/L 25 26.4 106 90-110
MATRIX SPIKE SAMPLE:
413830
9264173001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Total Organic Carbon
mg/L
5.0
25
31.8
107
75-125
MATRIX SPIKE SAMPLE:
414201
9264173002
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Total Organic Carbon
mg1L
12.7
25
40.9
113
75-125
SAMPLE DUPLICATE: 413832
9264173003 Dup
Parameter Units Result Result RPD Qualifiers
Total Organic Carbon mg1L 14.7 14.8 1
SAMPLE DUPLICATE: 414202
92641730D4 Dup
Parameter Units Result Result RP❑ Qualifiers
Total Organic Carbon mg/L 12.5 12.6 1
Date: 03/19/2010 03:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced. except in full,
without the written consent of Pace Analytical Services. Inc..
T=c
Page 10 of 12

a Pace Analytical S. s, Inc. Pace AnalyticaI Services, Inc.
11!1ceAnalyfical2225 Riverside Dr. 9800 Kincey Ave. Suite 100
Asheville, NC 28804 Hunteniville, INC 28078
[phone] (704)B75-9092
DUALITY CONTROL DATA
Project: Aramark-Greensboro
Pace Project No.: 9264741
QC Batch: WETA16893 Analysis Method: ASTM D516-90
QC Batch Method: ASTM D516.90 Analysis Description: ASTM D516-90 Sulfate Water
Associated Lab Samples: 9264741001, 9264741002, 9264741003
METHOD BLANK: 413665 Matrix: Water
Associated Lab Samples. 9264741001, 9264741002. 9264741003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Sulfate mglL N❑ 5.0 03111MO11:38
LABORATORY CONTROL SAMPLE:
413666
Spike LCS
LCS
% Rec
Parameter
Units
Cony. Result
% Rec
Limits
Qualifiers
Sulfate
mg)L
20
19.8
99
90-110
MATRIX SPIKE SAMPLE:
413667
9263819001
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
56 Rec
Limits Qualifiers
Sulfate
mg1L
5.8
20
13.9
40
75-125 MO
MATRIX SPIKE SAMPLE:
413669
9264741GDZ
Spike
MS
MS
% Rec
Parameter
Units
Result
Conc.
Result
% Rec
Limits Qualifiers
Sulfate
mg/L
40.8
20
50.3
47
75-125 MO
SAMPLE DUPLICATE: 413668
9263819W2
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Sulfate
mglL
5.3
5.4
1
SAMPLE DUPLICATE: 413670
9264741003
Dup
Parameter
Units
Result
Result
RPD
Qualifiers
Sulfate
mglL
39.3
39.5
0
Date- 03I1912010 03:24 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
10
Page 11 of 12

Pace Analytical S s, Inc. Pace Analytical Services, Inc.
2aceAnalytical'
2225 Riverside Dr 9800 Itincey Ave. Suite 100
�+w�arersCsxnr Asheville. NC 28804 Huntersvilie, NC 28078
[phone] [phone]
QUALIFIERS
Project: Aramark-Greensboro
Pace Project No.: 9264741
DEFINITIONS
❑F - Dilution Factor, if reported. represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Lirnit.
S - Surrogate
1,2-DlphenyIhydrazlne (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited anaIytes.
U - Indicates the Compound was analyzed for, but not detected.
ANALYTE QUALIFIERS
M0 Matrix spike recovery andlor matrix spike duplicate recovery was outside laboratory control limits
Date: 03119/2010 03:24 PM REPORT OF LABORATORY ANALYSIS Page 12 of 12
This report shall not be reproduced, except in full,
without the watten consent of PPaace
+Analytical Services, Inc.
l IGiCiL ,

i
PaceAnalytical'
CHAIN -OF -CUSTODY 1 Analytical Request Document
The Cti ain-of-Custod y Is a LIEGAt- DOCUMENT. All relevant fields must tie completed accurately
Section A Section B Section C
Pago. of
Required Cl,enl irirtrrrndtion Required Project informatco invok;8 Information:
Co n �� , f-ak � R` r 1 Attention eSrir iL
135 2 313
q�- coy
V
70
CA" � me C C—
REGULATORYAGENCY
L �, �b
U
A �
i— NPDES DUND WATER f DRINKING WATER
UST F RCRA f OTHER
Email To: Purchase
Order No.
Pso@0joe
RWe anti
Fax- Prole
me:�
P°f'c
Site Location
S TA TE.
�j
Requested Ou U AT- i�
�Q,IL� fl��
ProJ ct umhor.
Pace prow ,�
Requested
Analysis
Filtered
[YIN]
Section D Matrix Codas
RpWnd Crm Ironmaban MATRa I cone
9
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COLLECTED
W afrves
x
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Drinking water Dw
wlew WT
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w
Waste water w
Pfaducl P
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cnuwstrE
®FART
eNDOGIVA
W
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Sc4vs ld SL
SAMPLE ID
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(A-I.0-91,•1 AT AR
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Sample IDS MUST BE UNIQUE Tissue TS
Other oT
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DATE
TIME
TIME
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Pa Cis Project NO.I Lab 1.D-
w-10
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ADDITIONAL CGMMEN TS
RELIN ISNED BY; AFFILIATION
DATE
TIME
ACCEPTED BY 1 AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
4 3-z2
1(p--3
S
ORIGINAL
SAMPLER NAME AND SIGNATURE
c
^
PRINT Nama of SAMPLER= e 5
n
� �
SIGNATURE o1 SAMPLER:
DATE Signed 2
;MM7[1AIYYj: J �� - Q
e7
ui
•Irnpwtenl Note 6y eignnp Iha fwrn you am a PUng Paos's NET 30 day payment teens and agreernp to hate charges of 1.5% par Month fw(J� y invj— —1 paid wMh,n 30 da vs F-AI f -f7 :Pnmv n7 1 r..rNnv-wI w

■ • ■ • ■■ a
ram_ -Face Analytical'
Client NamefiCS(;C) dtrontrnemQPraject
Courier: ❑ Fed Ex ❑ UPS ❑ USPS ❑ Client ❑ mercial Pace Other
Custody Seal an Cooler/Box Present: ❑ yes n❑ Seals intact: ❑ yes Zn,
Optional
i Proj. Due Date: [VIA
Packing Material: ❑Bubble Wrap 26ubble Sags ❑ None ❑ether
epolh
Thermometer Used TCSC Type of fee: et Blue None Samples on ice, Cooling process has begun
Cooler Temperature r Biological Sue is Frozen: Yes No NIA Date ar.d Initial 10san Wing
ton[e�ts:
Tenp should be a"ove freezing to E'C Comments:
Chain of Custody Present:
Yes
ONO
ONIA
1.
Chairs of Custody Filled Out:
es
No
©NIA.
2.
Chain of Custody Relinquished:
Yes
No-
❑NIA
3.
Sampler Name & Signature on COC:
61n
No
❑NIA
4,
Samples Arrived within Hold Time:
Yes
❑N4'
❑NIA
g.
Short Hold Time Analysis (--72hr):
es
❑NC:
NIA
5,
Rush Turn Around Time Requested:
Gyes
No -
❑NIA
7.
Sufficient Volume:
es
❑Ne
❑NIA
S.
Correct Containers Used:
-Pace Containers Used:
7"V
❑No, ❑NIA
ONO: ❑NIA
9,
Containers Intact:
Yes
ONO
ON/
10-
Filtered volume received for Dissolved tests
❑yes
No
NIA
11.
Sample Labels match COC:
-Includes date/time/ID/Analysis Matrix:
es ❑No
r
❑NIA
12.
All containers needing preservalion have been checked -
All containers needing preservation are found to be in
compliance with EPA recommendation-
exceptions: VOA, cotirorm, TOC, O&G, M-DRO (water)
es ONO
es ❑Na
0Y'V ONO
❑N!A
❑r�lA
13.
Initial Nhen compieted
Samples checked for dechlorination:
Yes
❑No
❑NIA
14.
Headspace in VOA Vials { >5mm):
Dyes
X0
❑NI
5-
Trip Blank Present:
Trip Blank Custody Seals Present
Pace Trip Blank t_ot # (if purchased): NfA
❑Yes
❑Yes
ONO
ONO
IA
IA
£-
Client Notification/ Resolution: Field Data Required? Y 1 N 1 NIA
Person Contacted: DateMme:
Comments] Resolution:
Project Manager Review:
Date:
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i e out of hold, incorrect preservative, out of temp, incorrect containers)

4FMC -Z�-
Environmental Solutions K L 0 V
Klozuro Persulfate Demand Test
Client: Nesco Environmental
PO Box 78222
Charlotte, NC 28271
Joe Nestor
Performing Lab: FMC Corporation
Tonawanda, NY
Date March 17, 2014
I. Background
Klozuri° activated persulfate is a strong oxidant capable of mineralizing a
wide range of contaminants, including chlorinated solvents, petroleum
hydrocarbons, polyaromatic hydrocarbons, gasoline additives, pesticides, and
many others. Activation of the persulfate anion generates the sulfate radical, the
primary species that drives the rapid destruction of the contaminants of concern.
Activation can be accomplished by several methods': heat, transition metals,
addition of hydrogen peroxide, or utilizing high pH. Choice of the activation
method will depend on the contaminant of concern and site characteristics.
A chemical oxidant is not specific as to what it will oxidize. As a result,
activated persulfate will not only mineralize the contaminant of concern, but a
portion of the oxidant will be used in oxidizing soil organics, reduced metals, and
organic species that are not of concern. in addition, activated persulfate will
undergo auto -decomposition, which will be a function of temperature,
concentration and activation method. The demand upon the activated persulfate
from all of these components is captured in a coarse screening test termed,
"Klozur Demand Test". it is dependent upon the site characteristics, such as the
organic content of the soil, the mineral loading, and soil type and collectively
must be considered for estimating the magnitude of oxidant dosing during field
application.
The Klozur® Persulfate KDT test measures the loss of persulfate in the
presence of soil, groundwater and activator over a period of 48, 96, and 168 hrs
(7-days). The resulting KDT values can then be used as a guide to develop
FMC is the owner of Licensee under various patent applications relating to the use of activation
chemistries
FMC Corporation Report page 1 of 3 March 17. 2010

appropriate persulfate dosing for subsequent treatability testing and field
applications.
II. Sample Handling
Client Sample Identification
■ Soil ID: L-10-15; GW ID; No groundwater sent, DiHIO Used.
Handling Procedures
• The sample was received on 03/08/2010.
■ During the collection of the preliminary data, the soil was well mixed, used
and returned to the original container after its use.
• No groundwater sample was sent, DiHzD was used in its place.
• On 03/09/2010, multiple experimental samples were prepared according to
the amounts shown in the results table below.
■ The experimental samples were stored at room temperature and each sample
was vigorously shaken once per day.
• About 1000 grams of the soil sample are left with us. The unused soil sample
will be disposed responsibly after about one week.
Ill. Results
Klozur
Consumption
(gfkg)
Sample ID
Run #
Trial
Soil
GW
Klozur
GW
Activator
Wt.
Water
Dosage
pH
t=48
t=96
t=144 hr
(g)
Vol.
(g/Kg
hr
hr
(mL)
Soil)
t=0 hrs.
1
NaOH
10
30
15
11.14-
1.55
1.63
2.42
L-10-1 S &
11.42
❑IH2O
2
NaOH
10
30
15
11.14-
1.53
1.63
2.45
11.42
Soil Bufferina Demand = 2.14 gallons 26% NaOH/ 2000 lb of Soil
Acid Generation Demand = 0.13 gallons 26% NaOHI lb of Klozur persulfate
FMC Corporation Report page 2 of 3 March 17, 2010

IV. Conclusions
The Klozur' Persulfate demand with high phl activation for the Soil Matrix
Samples is approximately 1.5 g persulfate 1 kg soil, which is considered average
to medium for most soils. It is recommended that this value be used to further
refine estimated persulfate usage for the site-
V. Authorizing Signatures
This report contains the results as determined by FMC laboratory protocol and
are accurately represented herein.
Philip A. Block. PhD
FMC Customer Representative
Note. 1. FMC recommends performing suitable treatability testing and field pilot demonstration to
determine the effectiveness of Klozury activated persulfate on the contaminants of concern. KDT
testing provides only an indication of the minimum amount of oxidant required to overcome the
demands of soil, groundwater and other secondary species that contribute to the usage of the
oxidant. The KDT results do not imply a guarantee of efficacy of the activated persulfate in actual
field situations. 2. ANY SUCH QUANTITY OR WARRANTY IS EXPRESSLY DISCLAIMED.
FMC and Klozur are registered trademarks of FMC Corporation. © 2010.
FMC Corporation Report page 3 of 3 March 17. 2010

APPENDIX !I
PHOTOGRAPHS

Advancing boring G.

JE-3 =
i
E=5

Joseph P. Nestor
From: Drew Baird [DBaird [e-mail]]
Sent: Tuesday, April 13, 2010 10:37 PM
To: Joseph P. Nestor
Cc: Doug Davis
Subject: RE. Greensboro job RFP
Attachments: site map with concentration s-revised.pdf; Aramark GSO RegenOx design saprolite hotspots
Apr 10.pdf
Hi Joe: I have reviewed the site data for the saprolite zones you have described and have prepared a preliminary design
for vadose zone treatment in two discrete hotspot locations. At this time, we are not targeting deeper intervals for
treatment because 1) there are insufficient data in the vadose zone below approximately 22 feet bgs, and 2) this zone
cannot be reached with DPT technologies, per your description. The high concentrations and concentration spikes in the
MW-4 cluster indicates a possible DNAPL source near this area. Targeting this zone may require additional sampling to
better delineate the CVOC architecture and plan an injection strategy in the vadose and saturated zones. We do not
currently have a sufficient understanding of the bedrock aquifer to recommend treatment at this time. We suggest
beginning with a focused treatment in the DPT-accessible vertical 'intervals as a means to begin source depletion. The
treatments may also provide additional information on contaminant nature in the deeper zones simply by monitoring
CVOC and geochemical changes in the deeper intervals.
For the saprolite treatment, the areas we are suggesting for treatment (shown in orange on the attached map) are
smaller than the areas shown on your proposed treatment zone. These areas are suggested for treatment because the
magnitude of CVOC concentrations are much greater than in the surrounding borings. The areas in orange total
approximately 1,800 sf. I have left the thickness of the treatment zone the same: 17 feet thick from 5-22 feet bgs (956
cy). I have assumed the following concentrations for this proposed treatment zone: 24 mg/kg PCE, 4.9 mg/kg TCE, and
2.7 mg/kg cDCE; the other detections are not significant enough to drive dosing. Soil porosity is assumed to be 40%.
Based on these inputs, we recommend the following (summary table attached):
0 13,860 Ibs total RegenOx (6,930 Ibs Oxidant, 6,930 tbs Catalyst). This quantity equates to a dose rate of
approximately 14.5 Ibs/cy.
• 3 DPT injection events at 3-4 week intervals
4,620 Ibs RegenOx (2,310 Ibs Oxidant, 2,310 lbs Catalyst) per injection event
5,490 gallons RegenOx solution per injection event via 18 DPT borings. This volume is equivalent to 11.4% of the
pore space within the treatment zone.
The purpose of multiple applications is to ensure good distribution of oxidant and catalyst through the treatment zone.
Please keep in mind that the proposed volume per application is equivalent to <12%of the pore space in the treatment
zone, so the total "occupied" pore space after three injection events will be no more than approximately 34% of the
treatment zone. This amount of pore space occupancy is typically sufficient to achieve mass depletion in source areas.
Whether or not this occupancy rate is sufficient to achieve target cleanup levels depends on the actual distribution of
solution during injection and the cleanup requirements.
The cost of 13,860 Ibs RegenQx is $29,106 plus tax and shipping. In our experience, a good DPT crew can compiete 6-8
borings per day, indicating that each injection event may last approximately 3 days. We can provide recommendations
for qualified injection contractors at your request.
I can be available to discuss this preliminary estimate on Friday when I return to the office. Perhaps we can also discuss
implications for the deeper vadose and saturated zones at this time. Please keep in mind that this is a preliminary design
that we may revise upon further discussion with you.
Best regards,

Drew
Drew Baird
REGENESIS
P: 864.240S181 1 M:864,884,4346
From: Joseph P. Nestor [mailto:[e-mail]]
Sent: Tuesday, March 30, 2010 4:05 PM
To: Drew Baird
Subject: RE: Greensboro job RFP
Drew
I think we want to go after hot spots in the spa rolite for sure. Also at this time, I just want to perform injections on
properties owned by ARAMARK. Attached is a site map which shows the proposed treatment system area with blue
hatching. The areas are based upon recent VOC analyses of soil samples. Area 1 is 787 sq ft. Area 2 is 1330 sq ft. {Total
area = 2117 sq ft) I did not include boring K in Area 2 because the VOCs detected in it were petroieum-related and
probably came from our friends at the nearby Exxon station. I assume we will be delivering chemical via DPT injection.
The thickness of the treatment zone will probably be limited to how deep a DPT rig can go. The average refusal depth
was approx 22 feet BGL. Assuming that we inject from 5 feet BGL to refusal that gives us 17 feet of thickness.
Therefore, 2117 sq ft times 17 ft equals 35,989 cu. ft or 1332 cu yds.
❑o you think it would be worthwhile to deliver chemicals to transition zone via well MW-4B or into fractured bedrock via
MW-3B?
Joseph P. Nestor, P.G., P.E.
Nesoo Environmental, P.L.L.C.
PO Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
nescoenv@ca ro I i n a. rr. corn
From: Drew Baird [mailto:[e-mail]]
Sent: Monday, March 29, 2010 5:23 PM
To: Joseph P. Nestor
Subject: RE: Greensboro job RFP
Thanks for submitting the data to me, Joe. My primary question is about the size and thickness of the zone targeted for
remediation. Could you please mark the area on a map and indicate the thickness of the target treatment zone? I will
contact you with additional questions.
Best regards,
Drew
Drew Baird
REGENESIS
P: 864.240.9181 1 M:864,884.4346

From: Joseph P. Nestor[mailto:[e-mail]]
Sent: Friday, March 26, 2010 5:36 PM
To: Drew Baird
Subject: Greensboro job RFP
Brew:
Attached is a RFP for the job site in Greensboro which we discussed last month at the conference.
I will also be sending you a hard copy with a CO which will include background documents and laboratory reports.
Please have a look and get back to me with your thoughts and any questions you may have.
Thanks for your help.
Joseph P. Nestor, P.G., P.E.
Nesoo Environmental, P L..L.C.
PO Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
[e-mail]
No virus found in this incoming message.
Checked by AVG - www.avg.com
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4 20 feet
i i 4 �
MW 1 i
VE-
11
I vm—
i iAdol
MW-3A
m W�8
i g
ao
VE-6
�0.00.01 4
IRW(VE
VW-3Boo -
I -
MW-2B
MW-2A
9 -/
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,.204 SOUTHER
REALTY
PROTECTIONO M W
I 01 m W-
9B
9A

RegenOx Summary Page
Regenesis Technical Support: USA [phone]
Site Name:
Aramark Greensboro
Location:
Saprolite treatment - Hotspots
Consultant:
Nesco
Application Design Input Parameters
Design Summary - INITIAL APPLICATION ONLY
Width of plume (Intersecting
gw flow direction) 20 ft
Number of Regenax injection points (Initial app)
18
pts
Length of plume (parallel
to gw flow direction) 90 ft
age nOx dose rate (oxidant + activator) (initial app)
15.1
fibs/ft
Thickness of contaminated zone 17 ft
otal amount of water required for initial application
5,019
gallons
Soil type
silly sand Total volume of RegenOx solution applied (initial app)
5482.3
gallons
Estimated number of RegenOx applications required (enter 1 through 6)
3
Summary of Estimated RegenOx Totals
Part A
Part B
Total RegenOx
Cumulative Amount
Cumulative
Total RegenOx
Application
Amount of Activator
Cumulative
RegenOx Oxidant
RegenOx Activator
Material
of Oxidant {Part A}
Material Cast Per
number
{Ihs}
{Ibs}
Requirement {lbs}
Applied {Ibs}
(Part B) Applied
RegenOx Cost
Application
{Ibs}
First
2,310
2,310
4,620
2.310
2.310
$11,550
$11,550.00
Second
2.310
2,310
4.620
4,620
4.620
$23.100
$11,550.00
Thud
2,310
2.310
4,620
6,930
6.930
$34.650
$11,550.00
Fourth
0
0
0
0
0
$Q
50.00
Fifth
0
0
0
Q
0
$0
50.00
Sixth
a
0
0
0
0
$0
s0.00
TOTALS
6,930
6,930
13,860
Volume discount if purchased all togetht
S29,106.00
(not including shipping or applicable taxes)
6.11 lbstcy Oxidant
Aramark G50 Reg en0x design saproNe holspols Apr 10.xls. C131201❑

ATTACHMENT E
INJECTION PROCEDURE AN❑ EQUIPMENT

ATTACHMENT E
INJECTION PROCEDURE AND EQUIPMENT
1.0 Construction Plans and Materials
The injection project will target saprolite between 5 and approximately 22 feet below
grade in an area approximately 1,800 square feet (ft2) The target remediation area is shown
in orange on the attached figure. it is expected that eighteen DPT borings will be advanced (1
boring per each 100 ft), Injectants will be pumped under pressure into the subsurface through
DPT rods.
2.0 Operation Procedures
DPT borings will be advanced in the indicated treatment area. The borings will be
advanced to DPT refusal. Injectants will be pumped under pressure into the subsurface
through DPT rods. A flow meter will be used to monitor the injection rate. It is anticipated that
between 250 and 350 gallons of solution will be injected into each of the eighteen borings.
3.0 Detailed Diagram of the Surface and Subsurface Portions of the System
This section is not applicable to the proposed DPT injection activities.
4.0 Planned Injection Schedule
It is anticipated that the first injection event will occur within 30 days of receiving an
injection permit. The second event is expected to occur 3 to 8 weeks after completion of the
first event. The third event is expected to occur 3 to 8 weeks after completion of the second
event but no sooner than October 1, 2010. The third event is scheduled for after October 1,
2010 because of budget restrictions for ARAMARK's fiscal year which ends September 30.
2010.

PROPOSED INJECTION
TREATMENT AREA IS SHOWN IN
ORANGE
e, VE-6
0-0 MW—uo�e W-2B
MW� 4B 4A� 11.82W-2A
VE_ q82 **K
EA
AREA oM\ W— (EVE-7)
\ 2.78 �\/�• 3 � 204 SOUTHER
32..:_ VIV� �{`� .o pQ�4 � REALTY
= L�
-R W (VE —
MW-3A MW-3B.0 -
PRor cE rioNW—gB
vV�B W_8A sERvicEs 0 MW-9A

ATTACHMENT F
MONITORING PLAN

ATTACHMENT F
MONITORING PLAN
1.0 List of Existing and Proposed Monitoring Wells To Be Monitored
Nesco Environmental proposes that monitoring wells MW-3A, MW-3B, MW-4A, MW-
4B, MW-7A, MW-7B, MW-8B, MW-9A, and MW-9B be monitored for VOCs, iron, silicon.
sodium, silica, and carbonate immediately prior to injection events and approximately six
months following the proposed third and final injection event.
Nesco Environmental proposes that geochemical parameters be monitored using
field equipment in monitoring wells MW-3A, MW-3B, MW-4A, MW-4B, MW-7A. MW-76,
MW-88, MW-9A, and MW-9B prior to each of the three proposed injection event and
approximately two weeks after each of the three proposed injection event. The
geochemical parameters will include temperature, dissolved oxygen, oxidation-reduction
potential, and pH. The parameters will be measured by lowering the probe of a multi -
parameter device into the screened section of each well. Nesco Environmental is certified
by NCDENR as a field laboratory for these parameters. A copy of Nesco Environmental
NCEDENR laboratory certificate is attached.
Nesco Environmental proposes that soil borings be advanced and sampled
approximately one month after injection activities have been completed. Nesco
Environmental proposes that a total four borings be advanced by direct -push techniques
(DPT). Nesco Environmental recommends that these borings be advanced to ❑PT refusal.
Nesco Environmental recommends that samples be collected and screened with a photo -
ionization detector (PID) at approximately 5-foot intervals.
Nesco Environmental proposes that one boring be advanced immediately adjacent
to the location of Boring A (advanced on March 4, 2010) and another boring be advanced
immediately adjacent to the location of Boring G (also advanced on March 4, 2010).
Borings A and G represent the 'worst case" conditions noted during the pre -injection
evaluation performed in March 2010. Nesco Environmental proposes that samples be
collected from these two borings at approximately the same depths at which the "worst
case" conditions were noted for Borings A & G and that these samples be analyzed for
volatile organic compounds (VOCs)_

Nesco Environmental proposes that two other borings be advanced at locations
between five and ten feet from Regenox injection points. Nesco Environmental proposes
that a sample be selected from each of these two boring on the basis of the highest PI❑
measurement for each boring. Nesco Environmental proposes that these samples be
analyzed for VOCs.
Nesco Environmental currently monitors CVOCs in the exhaust of the SVE system
on a quarterly basis. Nesco Environmental proposes that the SVE system be deactivated
during injection activities and during the active remediation period of RegenOx (3 to 4
weeks after activation). Nesco Environmental proposes to restart the SVE system after the
active remediation period and to collect samples of the exhaust for CVOC analyses on the
existing schedule.
2.0 List of Monitoring Parameters and Analytical Methods
VOCs — EPA Method 8260
Iron — Standard Method 6010 or EPA Method 200.7
Silicon - Standard Method 6010 or EPA Method 200.7
Sodium - Standard Method 6010 or EPA Method 200.7
Silica - Standard Method 6010 or EPA Method 200.7
Carbonate - Standard Method 2320B.
Temperature — Standard Method 2550E
Dissolved Oxygen - Standard Method 4500 0 C
pH - Standard Method 4500 H B
Oxidation -Reduction Potential Standard Method 2580 B
CVOCs in Vapor — Microseeps AM4.02

3.0 Schedule for Sampling to Monitor the Proposed Injection
Nesco Environmental proposes that ground water be monitored for VOCs, iron,
silicon, sodium, silica, and carbonate be performed immediately prior to injection events
and approximately six months following the proposed third and final injection event.
Nesco Environmental proposes that ground water geochemical parameters be
monitored prior to each of the three proposed injection events and approximately two weeks
after each of the three proposed injection events
Nesco Environmental proposes that soil borings be advanced and sampled
approximately one month after injection activities have been completed.
Nesco Environmental proposed that CVOCs in the SVE system exhaust continue to
be monitored quarterly each January, April, July, and October.

ATTACHMENT F
MONITORING PLAN
1.0 List ofVxisting and Proposed Monitoring Wells To Be Monitored
Ground wa\Correc
ing is currently performed on an annual ?oasis eZ-413,
October.
Samples are collecnitoring wells MW-28, MW-3A, MW-3B, MW-4A, MW-7
A, MW-?B, MW-$BW-9B, MW-10C, MW-11C, MW-12C, MW-14B MW-14G, MW-
15B, MW-15C anzed for volatile ❑rganic compounds by EP Methods 8260 in
accordance with ta Action Plan which was previously ap roved by NCDENR.
Nesco Environmens keep this schedule for the purposes f monitoring the effects
of the injection acti
Nesco Environmental propose that geochemical Fent.
tens be monitored using field
equipment in monitoring wells MW-28, M -3A, MW-3B, MMW-4B prior to each injection
event and approximately two weeks after ch injectionThe geochemical parameters
will include temperature, dissolved oxygen, i
parameters will be measured by lowering the
screened section of each well. Nesco Envirc
laboratory for these parameters. A copy
certificate is attached.
i-reduction potential, and pH. The
of a multi -parameter device into the
I is certified by NCDENR as a field
Environmental NCEDENR laboratory
Nesco Environment/thective
nitors GVOCs in th exhaust of the SVE system on a
quarterly basis. Nesco Enroposes that the SV system be deactivated during
injection activities and duriremediation period of genOx (3 to 4 weeks after
activation}. Nesco Enviroses to restart the SV system after the active
remediation period and to s of the exhaust for CVOC alyses on the existing
schedule. �
2.0 List of Monitoring Parameters and Analytical Methods
VOCs — A Method 8260
Temper, ture — Standard Method 2550B
Di55o ed Oxygen - Standard Method 4500 0 C
pH tandard Method 4500 H B
O dation-Reduction Potential Standard Method 2580 B
jtVOCS in Vapor — Microseeps AM4.02

46
,.J
3.0 Schedule for Sampling to Monitor the Proposed Injection
Nesco Environmental proposes that ground water be monitored for VOCs on its regular
annual schedule in ❑ctobef 2010. Nesco Environmental expects that an injection event will
occur during the first half of October 2010 and the monitoring event will occur during the second
half of October 2010.
Nesco Environmental propo\�Ips that geochemical parameters be monitored using field
equipment in monitoring wells MW-213',11VI IV-3A, MW-3B, MVV-4A, MW-48,Orior to each injection
event and approximately two weeks aft4, each injection event.
Nesco Environmental proposes that tqe exhaust from theAVE system be monitored for
CVOCs on its regular quarterly schedule in Jul�,and October 410.

M
STATE OF NORTH CAROLINA DEPARTMENT OF THE
ENVIRONMENT AND NA TURA[ RESOURCES
DIVISION OF WATER QUALITY
LABORATORY CERTIFICATION PROGRAM
In accordance with the provisions of NX.G.S. 143-215.3 (a) fl). 143-215.3 {a)(10) and NCAC 2H-0800:
NESCO ENVIRONMENTAL. PLLC
is trereby certified to perform environmental analysis as listed on Attachment 1 and report mon+tonng data to DWO for
complpaoce wifh NPOES effluent surface water groundwater and pretreafinenf regulations
9y reference I SA NCA C 2H 0800 is made a part of this certificate
This certificate does rrof guarantee validity of data generated. bur indreafes the methodology equipment qualify control proc ediire s
records and proticierwy of the laboratory have been examined and tound to be acceptable
This [:erti5cate shall be valid until December
-3�311-2li010
Certibcate No 5562 C�
�v
Par Uonne)ly

Attachment I
North Carolina WastewaterlGroundwater Laboratory Certffication
Certified Parameters Listing
Lab Name: Nesco Environmental. PLLC Certificate Number, 5552
Address. PO Box 78222 Effective Date 01/0,12010
Charlotte. NO 28271- Expiration pate. 12/31/2010
Date of Last Amendment. 02/22/2010
The above named laboratory, having duly met the requirements of 15A NCAC 2H.0800, is hereby certified for the measurement of the parameters listed below
CERTIFIED PARAMETERS
INORGANICS
DISSOLVED OXYGEN
Std Method 4500 0 G
pH
Std Method 4500 H B
TEMPERATURE
Std Method 2550E
This Certification requires mat irance of an acceptable quality assurance program, use of approved meth odofogy, and satisfactory performance on evaluation samples. Laboratories are
subject to civil penalties andlor decertification for infractions as set forth in 15A NCAC 2H.0807

Attachment I
North Carolina Wastewater/Groundwater Laboratory Certification
Certified Pararrmeters Listing
Lab flame Nesco Environments. PLLC Certificate Number 5562
Address PO Box 78222 Effective Date 01 t0112010
Chanotte, NC 28271- Expiration Date 12/31/2010
date of Last Amendrnem
Toe xDove named Iaboraklry rkav mg ouly M!1 Ire requirements o' 1SA NCAC 2H 08W is neretrpr ceriXed tpr W mess cerement of the parameters Iis1e4 fear
CERTIFIED PARAMETERS
INORGANICS
DISSOLVED OXYGEN
Sid Method 4500 0 C
pN
Sid McM00 4500 H S
TEMPERATURE
Stp method 25506
This certification ripures marntance of an acceptahie qua;,ry aa�'uranee program use 0 approveQ rnC:hotlo�ogv ano saHsfacwry pe1wrnance oFi evaijai ion Sa'"as Latwra•.orres are
subiW ID civil Pena ties a►rolor oecerhhcahori for 1'?raCPCRS as set roV in 15A NCAC 2H 080t

ATTACHMENT G
WELL ❑ATA

ATTACHMENT G
WELL DATA
Attached is summary of well construction for project monitoring wells. Monitoring wells
MW-1A, MW-2A, MW-6A, MW-6B. MVV-7A. MW-7B, MW-8A, MW13A, MW-14A, MW-15A, MW-
16A. MW-16B, MW-16C, MW-17A, MW-17B, and MVV-17C have been abandoned in
accordance with state well construction regulations (Well abandonment records are available if
req uested. )
Attached are well construction records for the following recovery wells: RW-1 and RW-2.
It should be noted that recovery well RW-1 also serves as vapor extraction point VE-1 and
recovery well RW-2 also serves as vapor extraction point VE-7.
Attached are well construction records for the following vapor extraction wells and vapor
monitoring wells: VE-1, VE-2. VE-3, VE-4, VE-5. VE-6. VE-7, VM-1. and VM-2. It should be
noted that recovery well RW-1 also serves as vapor extraction point VE-1 and recovery well
RW-2 also serves as vapor extraction point VE-7.

TABLE 5
MONfTMNG WEi1 Co14STf ucnoN DATA'
:: iti-6f1
Hems
Refef6ficb�'
Biava3ion
C4rormr�'
�`u1.lifhGA
E#eva'rort
c�e�`
�...
Weft
fit'. NT4!!{
Lergth
�iAG�1C
ik�t
Top
Bottom
MW-1 A
773.90
774.1
40.0
10.0
741.1
734.1
Mafrc saprolde
MW-2A
772.42
770.3
31.0
10.0
749.3
739.3
Mafic Wrolrte
MW-2B
770.72
770.3
41.0
5.0
734.3
729.3
Bedrock
MW-3A
773.50
772.0
36.0
10.0
746.0
736,0
Felaic aaproiite
MW3B
774.28
772.2
48.5
5.0
728.7
723.7
Transition IonelBedresk.
MW-4A
774.70
772.2
30.0
10.0
752,2
742.2
Felaic Wrolite
MW-4B
773,81
772.2
43.5
5.0
733.7
728.7
Transition zone/Bedrock
MW-$A
773.89
773.7
25.0
10.0
758.7
748.7
Felaic sapmlite
MW-5B
773.52
773.6
43.0
5.0
735.6
730.6
Transition zone/Bedrock
MW-6A
774.19
774,0
26 0
MO
758.0
748.0
Felaic saprol"
MW-5B
773.94
774.1
39.0
5.0
740.1
735.1
Transition zone/Bedrock
MW-7A
765.37
765.5
23.0
10.0
752.5
742.5
Felaic saprolite
MW-78
765.31
765.5
41.0
5-0
729.5
724.5
Transition zone
MW$A
761,92
762.0
23.0
10.0
749.0
739.0
Mafic aeprolite
MW$B
761.92
761.9
39.0
5.0
727.9
722.9
Transition zonelSedrock
MW-SA
759.45
759.6
26.0
10.D
743.6
733.6
Medic and telsic sap►olde
MW-98
759.43
759.8
77.0
5.0
687.8
682.8
Transition zonelBedrock
MW-1OA
758.48
758.4
20.0
10.0
748.4
738.4
SaproRe
MW-10B
758.58
758.9
97.0
5.0
666.9
661.9
Transition zone
MW-10C
759.12
759.3
113.0
5.0
651.3
648.3
Bedrock
MW-11A
758.48
757.6
25.5
10.0
742.6
732.E
5aprolite
NMI B
757.92
758.2
90.0
5.0
6732
668.2
Transition zone
MW-11 C
757.38
757.9
110.0
5.0
652.9
647.9
Bedrock
MW-12A
750.70
751.1
26.0
10.0
736.1
726.1
5aprolite
MW-12B
750.65
750.8
81.0
5.0
674.8
669.8
Transition zone
MW-12C
750.65
750.9
112.0
5.0
645.9
640.9
Bedtock
MW-13A
771.40
T71.2
29.0
10.0
752.6
742.6
5aproho
MW-14A
739.88
740.0
11.5
7.0
736.0
728.5
Alluvium
MW-14Ba
739.76
739.8
34.5
7.5
712.8
705.3
Transition zone
MW-14Ca
739.76
739.8
100.0
7.5
647.3
639.8
Bedrock
120M.14 0000.FITG:arwn=I :

TABLE 5 (COt+iMUED)
MONITORING WELL CONSTRUCTION DATA'
Gco issd3
L?a (�
. W4
Swavned $' SriaF
+r+e
Wvi#
>seteteee.
Surfacs
c#:`` If;
` 8raaaad
Qeoiogia
INama
0evabon ..
Elevation
Wfl��'?.`<
': Length ..
Top
Gott m
i.i*
MW-15A
743-20
743-2
16,0
10.0
737.0
727.2
Saprolite
MW-15e
743,26
743.2
42.5
4.5
705-2
700.7
Bedrock
MW-15C6
743,28
743.2
90.0
C5
657.7
653.2
Bedrock
MW-16A
740.59
740.6
17.5
10,0
733.0
723.1
Saprol"IFiil
MW-16e
740.66
740.6
39.7
7.5
708A
700.9
SaprolitelTransi ion zone
MW-16Cg
740.66
740.6
104.2
C5
640.9
BWA
Bedrock
MW-17A
745,51
745.8
2D,O
10.0
736.0
725.8
Saprolite
MW-1766
745.88
745.8
94-5
7-5
660.0
651.3
L Transition zone
MW-17Ce
745.88
746.8
126.0
8.5
628.0
619.8
Bedrock
NOTES
' Alf
dimensions shown in feet.
` Reference elevation is top of 2-inch well casing with the exception of MW-143, MW-14C, MW-15B, MW-15C,
MW-16B, MW-16C, MW-178. and MW-17C, where the reference elevation is the top of the flush -mount rim.
3 Elevations all expressed in feet above mean sea level.
4 Wells surveyed by The Summit Group, formerty Holleman-Trulove Engineering, InC-
5 Depth
of well measured from Around surface.
6 Monhoting
points MW-14B, MW-14C, MW15B, MW-15C, MW16B, VW-16C, MW17B, and MW17C are zones
within mull -level samplers. The installation and design of the multi -level samplers is discussed in Appendix A.
12045.14 0000 RTra J Rmmn t -t

RMT REPORT OCTOBER 1992
ARATEX SERVICES, INC. FINAL
APPENDIX D
MONITORING WELL CONSTRUCTION DETAILS

DEPTH_(FT.)
. 'I r - .
48 ft.
FRACTUREQ
BEDROC
WELL CASING 4 inch
steel— -
CONCRETE PAD
BOREHOLE 12 inch
diomete r
`! -■•-•
. .. -
BENTONITE SEAL
Hydrated , 1 /} inch
pellets
! / / ■ a[aim
SAND PACK R,Z20
silica snnr_
SAND PACK 70 /60
silirn--Rnnel
BOREHOLE
inch diameter
RECOVERY WELL CONSTRUCTION DIAGRAM
Not To Scale
PROJECT ARATEX — GREENSBO RO NORTH CARaI INA
PROJECT NO. _ 190n-r)-04
WELL NO. Rw i
DATE INSTALLED , 3f i3 f97
DRILLING CONTRACTOR. GRVATER PROTECTION, INC.
RMT GEOLOGIST_ L_ Mr-GAN_

�m
DEPTH (FT.)
3 ft_
5 ft -
CONCRETE PAD
WELL CASING 4 inch
diamCter_ stainless
steel
BENTONITE SEAL
HydTpellets and
SAND PACK 90/U-
WELL SCREEN
Stninlprc gtPPI G 01 Q
inch slat
VAPOR EXTRACTION WELL DIAGRAM
Not To Scale
PROJECTAEX — GREENSEMR0, NORTH CAE?01 INA
PROJECT NO. 12005 04
WELL NO. — -
DATE INSTALLED 1411-Z92
DRILLING CONTRACTOR GROUNDWATER PROTECTION, INC__
RIFT GEOLOGIST

�I
DEPTH _{FT.}
CONCRETE PAD
WELL CASING d inrh
diameter__ stainless
steel
BENTONITE SEAL
Hydrated pellets ❑nd
chins
BOREHOLE 10 1/4
inch diometer
SAND PACK 90160
,i3i -n sand
WELL SCREEN
StninlPcc ctapL f}10
inch slat
VAPOR_-EXTRACROU - WfLL DIAGRAM
Not To Scala
PROJECT. ARATEX RGREENSBORO_ NORTH CARM INA --
PROJECT NO. 12005.04
WELL NO. V -3 _
DATE INSTALLED -1/Q¢f 92
DRILLING CONTRACTOR GROUNDWATER PROTECTION, INC
RMT GEOLOGIST I McGAN

�m
DEPTH _(FT.)
J
5.5 ft.
6.0 ft.
7.0 ft,
6" DIA. FLUSHMOUNT SURFACE
PROTECTIVE CASING
CONCRETE SURFACE SEAL
8" DIAMETER BOREHOLE
1" DIA. SCHEDULE 40
PVC PIPE (FLUSH -
THREADED WITH O-RINGS)
HYDRATED BENTONiTE
CHIP SEAL
8/20 SILICA SAND
0.020" SLOTTED PVC
WELL SCREEN
HYDRATED BENTONITE
CHIP SEAL
_ 10.5- tt. -- - - - - - 8/20 SILICA SAND
1 1.0 ft.
12.0 it. 0.020" SLOTTED PVC
125fit. WELL SCREEN
SOIL VACUUM MONITORING PROBE
CONSTRUCTION DETAIL
Not To Scale
PROJECT ARATEX - GREENSIBORD, NORTH CAROL INA
PROJECT NO. 12005 Oa -
WELL NO.vm-1
DATE INSTALLED 3JOf��
DRILLING CONTRACTOR GROUNDWATER P-R=TION. INC_
RMT GEOLOGIST - - L-_ Mr-r-AN -

=.
DEPTH (FT.)
SINEW=in
III I 1 -❑ ft- - - C l___
6" DIA. FLUSHMOUNT SURFACE
PROTECTIVE CASING
CONCRETE SURFACE SEAL
8" DIAMETER BOREHOLE
1" DIA. SCHEDULE 40
PVC PIPE (FLUSH -
THREADED WITH O-RINGS)
HYDRATED BENTONiTE
CHIP SEAL
5.5 ft, _.
6.0 ft.
7.0 -ft_ 8/20 SILICA SAND
8.5 ft. I `- 0.020" SLOTTED PVC
HWELL SCREEN
HYDRATED BENT(-NITE
CHIP SEAL
- L0.0 ft.--- -- 8/20 SILICA SAND
] 1.ft.
12.0 ft,
- 0.020" SLOTTED PVC
12.5 ft_ WELL SCREEN
SOIL VACUUM MONITORING PROBE
CONSTRUCTION DETAIL
Not To Scale
PROJECT ARATEX - GREENSIBORD, NORTH CAR01 INA
PROJECT NO. 1 2[} -5 04
WELL NO. um-2—
DATE INSTALLED _ 3zQ3,f-q2
DRILLING CONTRACTOR
RMT GEOLOGIST 1 Mrf',AN

North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: Q=rdwrber Pxtltefiai Inc.
FOR OFFICE USE ONLY
OUAD. NO. SERIAL NO -
Let.
Long.
Minor Basin
Basin Cade
Header Eni.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1105 PERMIT NUMBER: 40-0836_;+kA30
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Greffsbom County: Gl lam
(Road, Community, or Subdivision and Lot No.) DEPTH
2. OWNER Aram Services From To
ADDRESS 1834 WUj:kn Office Sq., S.ti.tie 450 35.01 46.01
(Street or Route No.) 96.01 47.5;
9juladirg IL 60173
City or Town State Zip Code
3. DATE DRILLED 3-13-92 USE OF WELL Mx tOrIN
4. TOTAL DEPTH 48•0 feet.
5. CUTTINGS COLLECTED YES[j] NO❑
B. DOES WELL REPLACE EXISTING WELL? YES ❑ NOD
7. STATIC WATER LEVEL Below Top of Casing; FT.
fuse '*'it Above Top of Casing)
8, TOP OF CASING IS 2.5 .- FT. Above Land Surface`
' Casing Terminated aVor below land surlave Is Illegal unless a varlance is Issued
in accordance wish 15A NCAC 2C .0118
9. YIELD (gprn): NA METHOD OF TEST M
10. WATER ZONES (depth): NA
RO
GW-I Ent
DRILLING LOG
Formation Description
Saga. WM412 red Rxk' Silts
Wit Bilk Grardte
.1. CHLORINATION, Type NA Amount Ate if additional space is needed use back of form
12. CASING:
Wall Thickness LOCATION SKETCH
Depth Diameter or Weight'Ft. Material (Show direction and distance from at leas! two State
From 0.0 To - R-0- Ft. 4,01, s:h• 40 R - Roads, or other map reference points)
From To Ft.
From To Ft.
13. GROUT:
Depth Material Method �^
From 0.0 To _ 4.0 Ft. Rxt
From To Ft.
14. SCREEN:
Depth Diameter Slot Size Material
From 18.0 _ To 48.0 Ft 4.0 in, .010 in. SS
From M To 0 __ Ft. 4.0 in. •010 in, SS
From To Ft. in, in.
15. SAND/GRAVEL PACK.
Depth Size Material
From 118-0 To 48.0- Ft. 20=0_ Fim Silica Swd
From 6.0 To 18.0 Ft. 20-60 Fine S;i;al Sdi1d
16. REMARKS: RnL-1, _Bmtalite let § fret( 4.0 tO 15.0 feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 1SA NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CONTRACTOR OR AGENT/
GWA REV. 9M Submit"inal to Division of ErMrorxnental nagement and copy to well owner.
-� > iL-
DATE

North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Sectior
P.O. Sox 29535 . Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
minor Basin
DRILLING CONTRACTOR: meter Pratectirn Inc- Header Ent
STATE'. WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1105 PERMIT NUMBER: 4
1. WELL LOCATION: (Shows sketch of the location below)
Nearest Town: 13mmshon County:
(Road, Community, or Subdivision and Lot No.)
DEPTH
2. OWNER Ardtex SmdcEs
From To
ADDRESS
0.0_ 5"01
(street or Route No)
5.0' 13. '
SI-Orrh=' IL
13.0' 18 A'
City or Town -state Zip Code
3. DATE DRILLED 3A=92 USE OF WELL
4. TOTAL DEPTH 17.0 feet_
5. CUTTINGS COLLECTED YES ❑ NOS]
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO®
7. STATIC WATER LEVEL Below Top of Casing: 23.0 FT.
(Use "+' if Above Top of Casing)
S. TOP OF CASING IS, 2_0 FT- Above Land Surface -
Casino terminated atfor below land surface Is Illegal unless a variance Is issued
In accordance with 15A NCAC 2C .4110
9. YIELD (gpm); 7a — METHOD OF TEST NA
10. WATER ZONES (depth) NA
DRILLING LOG
Formation Description
Gin' n t GtY Cam, SI
11. CHLORINATION: Type NA�—Amount AaIf additional space is needed use back of form
12. CASING:
Wait Thickness LOCATION SKETCH
Depth Diameter or Weight/Ft. Material (Show direction and distance from at least two State
From 0.0 To — -0 Ft. 4_00 SS - - ENC Roads, or other map reference points)
From To Ft.
From To Ft.
13. GROUT:
Depth Material Method
From 0.0 To 3.0 Ft. Pttrtl-amd B2rrtatitR S1imay )
From To Ft. �HJ
14. SCREEN:
Depth Diameter Slat Size Material
From 7.0 To 17_0 Ft 4-❑ in. _010 _ in. - S
From To Ft. in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 5.0 To _17 Q Ft.
From To Ft. �_
16. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCE❑ IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS SEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CONTRACTOR OR AGENfDATE
GW-1 REV. 9191 Submit original to Division of Envirionmentalklanagement and copy to well owner.

North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.G. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
CKIAID.. No. SERIAL NO.
Lat, Lora.=' R0
It1i110i easin
DRILLING CONTRACTOR: Groxdwater apt:@2tja t Ir]C.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1105 PERMIT NUMBER: 40-OBE.. �.71
1. WELL LOCATION: (Show Sketch of the location below)
Nearest Town: -- Mab= --. _ County:
(Road, Community, or Subdivision and Lot No.)
2. OWNER ArabEX Sevier
ADDRESS_ 1a34 %Idlm Mice 93., suite 450
(Street or Route No.)
sdud=191 IL 60173
City or Town State Zip Code
3. DATE DRILLED _ 3.3:vSQ USE OF WELL IWX
4. TOTAL DEPTH 37_1) feet_
5. CUTTINGS COLLECTED YES ❑ NO©
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO[j]
7, STATIC WATER LEVEL Below Top of Casing: d.D FT.
(Use'+" if Above Top of Casing)
8. TOP OF CASING IS Q_0- FT. Above Land Surface'
' Casing Terminated avor below Iand surface is Illegal unless a Variance Is Issued
In accordance with 15A NCAC 2C .0116
9. YIELD (gpm): N& METHOD OF TEST NA
10. WATER ZONES (depth): Ik
11. CHLORINATION: Type hZ Amount UL
12. CASING:
Wall Thickness
Depth Diameter or Weights, Material
From 0.0 To 11 A Ft. 1.0" Sth. 4D PVC
From 0.0 To 6_0 Ft. --1.011 3:h- 40 PW_
DEPTH
From To
0.0, 12.0,
Ent
-DRILLING LOG
Formation Description
Ekm Tart Silt
If additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
From To Ft.
13. GROUT:
Depth Material Method
From 0.0 To QQ - Ft.
From To Ft.
14. SCREEN:
Depth Diameter Slot Size Material
From 11 0 To 1? 0 Ft --] -0 in. -020_ in. aC
From 6_0 To 7.0 Ft. 1.0 in. 0Z in. PW �
From Tv Ft. in. in. `!*
15. SANDIGRAVEL PACK: fit,
Depth Size Material 11
From 1025 To 19X Ft. B-11
From 54 To 7.0 Ft. 8-20 ODUM SL ire
1- 1015—
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
,?//I
GW-1 REV. %91
SIGNATURE OF CONTRACTOR ORfGENT
Submit ongiruJ to Division of Ernnronmentat Management and copy to well owner.

North Carolina . Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27625-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR:
FOR OFFICE USE ONLY
QUAD. NW SERIAL NO. "
Lem, FiD
lulinarBesin -
- Bamirt{:ads .
Header' Ent GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1105 PERMIT NUMBER:
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: GmEnsbom County: Q1i 1 fCVd
(Road. Community, or Subdivision and Lot No.)
2. OWNER kabet: SeryiCeS
ADDRESS_......1&34 Waldria Office Saxe, Suite 450
(Street or Route No.)
1I— fi0173
City or Town State Zip Code
3. DATE DRILLED 3­3-q? USE OF WELL 1
4. TOTAL DEPTH 19.0 fee-
5. CUTTINGS COLLECTED YES Q NO[j]
S. DOES WELL REPLACE EXISTING WELL? YES[] NOQ
7. STATIC WATER LEVEL Below Top of Casing: non FT.
(Use'+' if Above Top of Casing)
8. TOP OF CASING IS _ 0-0 FT. Above Land Surface'
' Casing Terminated atlor below land surface is Illegal untesa a variance Is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm): to METHOD OF TEST
10. WATER ZONES (depth): Ala
11. CHLORINATION: Type
12. CASING:
Depth Diameter
Fromm —To 11 -0- Ft. 1 -0!'
From 0-0 To---E-0- Ft.- 1-02
From —To Ft.
13. GROUT:
Depth
From To Ft
From To Ft
14. SCREEN.
DEPTH
From To
0.0' 12.0'
DRILLING LOG
Formation Description
Bm T3n Smdy Silt
Amount NA It additional space is needed use back of form
Wall Thickness
or Weight/Ft. Material
.R-h- AD per_
Sc,_ an — _sr_
Material Method
Depth Diameter Slot Size Material
From j i o To - m Ft 1.0 in. .0_ in. 0C
From �n To 7 0 Ft.1_ in. .O in. Pic
From To Ft, in. in.
15. SANDIGRAVEL PACK:
Depth Size Material
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
I
L �
From 105__ To 19-0 Ft. 8=20 CIcanae Si ica
From 5.5 To 7.0 Ft. &-20
16. REMARKS' 2, Fbntmite pwiets grry++ 7 r5 to y(] S foe
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
?/!',/f
•
SIGNATURE OF CONTRACTOR OR AGEjft BATE
GW-1 REV. 9A1 Submit original to Division of Environmentl Management and copy to well owner.

North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management • Groundwater Section
R.D. Box 29535 . Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: Amterf' Inc_
FOR OFFICE USE ONLY
QUAD: NO. SERIAL NO,
tAIL fors¢. F10
li 11W Bash+
Nsadw Ent GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 1105 PERMIT NUMBER:
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: ,-GOMEt1County: r; I 5—=d-
(Road, Community, or Subdivision and Lot No.)
DEPTH
2.
OWNER _ _= 4""icm
From To
ADDRESS 1834 �,bldei OffiCe 9J., State 450
0.0' 5.0'
_
(Street or Route No.)
5.0' 13.0'
'loan � Z9 IL 60173 -
13.b 1$.0 '
City or Town State Zip Code
3.
DATE DRILLED 3=4A2 USE OF WELL _
4.
TOTAL DEPTH »17-0 PmF-
5.
CUTTINGS COLLECTED YES ❑ NO[Z' --
6.
DOES WELL REPLACE EXISTING WELL? YES ❑ NO[j
7.
STATIC WATER LEVEL Below Top of Casing: 23,0 Fr.
(Use '+" if Above Top of Casing)
8.
TOP OF CASING IS _ 2-0 FT- Above Land Surface`
' Casing Terminated atlor below land surface Is Illegal unless a variance is Issued
In
accordance with 15A HCAC 2C .0118
9.
YIELD (gpm):h_ METHOD OF TEST to
10.
WATER ZONES (depth): - ba -- _
DRILLING LOG
Formation Description
ta-dw ffit Cry SA SI CL
r.pm 0M a[ _CL
GM ift Gry C-, SE
11. CHLORINATION: Type Amount IsM
If additional space is needed use back of form
12. CASING:
Wall Thickness
LOCATION SKETCH
Depth Diameter or Weight/Ft. Material
(Show direction and distance from at least two State
From - 0-0 To -.- Ft. 4-al s -- Pic: —
Roads, or other map reference points)
From To Ft.
From —To— Ft.
13. GROUT:
Depth Material Method
Frnm 0.0 To 3.0 Ft. Iort and BfftaIte g
��]]
From To Ft.
14. SCREEN:
`
Depth Diameter Slot Size Material
From 77 o __ To _17.0 Ft ._._4-0 in. •010 in. SS
From To Ft. in_ in.
From To Ft. in. in.
4
15. SAND/GRAVEL PACK:
Depth Size Material
'
From 5.0 To 17-.Q_ Ft. 23-60 Firm Rilirn Syd i `] - 8S
From To Ft.
16. REMARKS:
I DO HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
Mf//'! .
SIGNATURE OF CONTRACTOR OPFAGENT
GWA REV. SA I Submit original 10 Division of Environmental Management and copy to well owner.

12INCHES
GRADE
GROUt
4-INCH 0 SGH-40 PVC WELL CASING
2.0 FEET
BENTONITE
4.0 FEET
5.0 FEET
4-INCH 0 SCH 40 PVC WELL SCREEN
0.020-INCH SLOTS
15.0 Fc=:
NOT TO SCALE
PO Box 78222
CHARLOTTE, NC 28271
FIGURE
704-442-1365
P-0155
22.5 FEET
SCHEMATIC DRAWING
VAPOR EXTRACTION WELL VE-4
ARAMARK UNIFORM & CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA

GRAVE
GROUT
4-INCH O SCH 40 PVC WELL CASING
2.0 FEET
i
_
6ENTONFrE
4,0 FEET
5.0 FEET
4-INCH 0 SC 40 PVC WELL SCREEN
0.020-INCH SLOTS
15.0 FEET
NOT TO SCALE
PO BOX 78222
FIGURE CHARLOTTE, INC 28271
704- 42-5365
P-01 55
20.0 FEET
SCHEMATIC DRAWING
1t INCHES
VAPOR EXTRACTION WELL VE-6
ARAMARK UNIFORM & CAREER APPAREL. LLC
509 TEAG U E STREET
GREENSBORO, NORTH CAROLINA

GRADE
GROUT
4-INCH 0 SCH 40 PVC WELL CASING
2.0 FEET
BENTONITE
4.0 FEET
5.0 FEET
4-INCH 0 SCH 40 PVC WELL SCREEN
0.020•INCH SLOTS
NOT TO SCALE
PO BOX 78222
FIGURE CHARLOTTE, NC 28271
704-442-1365
P-0155
SCHEMATIC DRAWING
VAPOR EXTRACTION WELL VE-5
ANCHES
ARAMARK UNIFORM & CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA

GRADE
GROUT
6-INCH © STAINLESS STEEL WELL CASING
3.0 FEET
3-�NTONITE
5.5 FEET
7.0 FEET
6-1NCH 4 STAINLESS STEEL WELL SCREEN
0.0204NCH WIRE -WRAP. CONTINUOUS SLOTS
FROM 7 TO 17 FEET
52.0 FEET
6-INCH 0 STAINLESS STEEL WELL SCREEN
0.010-INCH WIRE -WRAP. CONTINUOUS SLOTS
FROM 17 TO 52 FEET
52.0 FEET
NOT TO SCALE
PO BOX 78222
MUM FIGURE CHARLOTTE, NC 28271
704-442-1365
P-0155
52.0 FEET SCHEMATIC DRAWING
RECOVERY WELL RW-2
- VAPOR EXTRACTION WELL VE-7
I'll '21hCHES
ARAMARK UNIFORM & CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA

ATTACHMENT H
MAPS

ATTACHMENT H
MAPS
1.0 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
A figure which includes an excerpt of the Greensboro. NC 7-5-minute USGS quadrangle
is attached. The map was originally prepared in 1951 and was updated in 1994. The proposed
injection location is shown on the map. This map also shows surface waters located within one -
quarter mile of the subject site.
2.0 Site Map
A site map is attached which shows the site property boundaries, buildings and other
pertinent structures, existing monitoring wells. abandoned monitoring wells, vapor extraction
wells, and vapor monitoring wells. Documented petroleum releases have occurred at several
sites shown on the site map including the former Exxon Station located at the corner of
Randleman Road and Teague Street, Kangaroo Mart located at the corner of Randleman and
Creek Ridge Roads, and the 8P Station located at the corner of Randleman and Creek Ridge
Roads.
3.0 Potentiometric Surface Maps
A potentiometric surface map for the shallow unconfined water -bearing (water table) unit
is attached. This map is based on data collected on September 26, 1994 before most of the
shallow water table monitoring wells were abandoned. This map shows that the shallow ground
water flow is towards Ryan Creek located southeast of the subject site.
Another potentiometric surface map based on data from transition zone wells is
attached. This map is based on data collected on October 28, 2009. This map shows that the
ground water flow is towards Ryan Creek located southeast of the subject site.

4.0 Contaminant Flume Maps
An isoconcentration map for the shallow unconfined water -bearing (water table) unit is
attached. This map is based on data collected in September 1994 before most of the shallow
water table monitoring wells were abandoned.
Another isoconcentration map based on data from transition zone wells is attached.
This reap is based on data collected in October 2009.
A third isoconcentration map based on data from bedrock wells is attached. This reap is
based on data collected in October 2909.
5.0 Cross Sections
Cross sections from the 1994 CSA report are attached. Nesco Environmental annotated
cross section A -A' to show the approximate location of ❑PT drilling and injection points.

AZA
HCDENR
Nortri Carolina Department of Environment and Natural Resources
Division of Water Duality
Beverly Eaves °erduc- Coleen H. Sullins DpE- Freeman
Gaverw Director 5ecretaru
October 13, 2010
Doue Heimstetler
Senior Director, Environmental Compliance and Sustainability
AR.AMARK Uniform and Career Apparel. LLC
115 North First Street
Burbank. CA 91502
Ref: Issuance of Injection Permit W10400140
ARAMARK Uniform and Career Apparel, LLC
Dear Mr. Helmstetler:
In accordance with the application received on June 3. 2010. and additional information received August 26. 2010. we are
forwarding permit number WI0400140, This permit is to inject RegenOx to remediate groundwater contaminated with
chlorinated solvents at the ARAMARK Uniform and Career Apparel, LLC facility located 509 Teauge Street.
Greensboro, Guilford County, NC 27406. This permit shall be effective from the date of issuance until September 30.
2012. 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 August 24, 2016, and received by the Division of Water Quality on August 26.
2010.
You will need to notify this office and the Winston-Salem 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.Rogers(u.ncdenr.gnv if you have any questions about your permit.
Best Regards,
Michael Rogers, P.G. (NC & FL)
Environmental Specialist
Underground Injection Control Program
cc: Sherri Knight - Winston-Salem Regional Office
Joseph P. Nestor - NESCO Environmental, PLLC
W10400140 Permit File
Gene Mao - Guilford County Environmental health Department
163s Mad Service i, enter_ Rafegh Nag1 Carnim , 276994VF?
_oc3toor ' " 8 '-anital boulevare. Rate,gn. NDO Gamlina 276D4 [ it c
pmone 9'�.-s% 322'1 1 FhX ' 9t? -?15 t)��fl FAY 2 91S-715.6N6 Customer Service '� 3+7-5M-F4i
Inie"t'wuna n=ateMLiaKv.om N0ii7hCai-L)11 is
Eauai vpunnun+�t �fnrmaory cum E*rtv�rv• e V i tural'al`

ATTACHMENT C
INJECTION FLUID COMPOSITION
The fluid to be injected will be a solution of water and RegenOx. RegenOx is
manufactured and distributed by Regenesis. RegenOx is on NCDENR's list of approved
substances for remediation injectants.
RegenOx maximizes in situ performance using a solid alkaline oxidant that employs a
sodium percarbonate complex with multi -part catalytic formula. The product is delivered as two
parts that are combined and injected into the subsurface using common drilling or direct -push
equipment. Once in the subsurface, the combined product produces an effective oxidation
reaction comparable to that of Fenton's Reagent without a violent exothermic reaction.
RegenOx safely, effectively and rapidly destroys a wide range of contaminants in both soil and
groundwater
Attached are promotional literatures from Regenesis and MSDSs for RegenOx Part A
and RegenOx Part B. These documents describe the physical, biological and radiological
characteristics of the injectant.

7VW
TM
Regen[�
CHEMICAL OXIDATION REDEFINED...
RegenOx" is an advanced in situ chemical oxidation technology* designed to treat organic
contaminants including high concentration source areas in the saturated and vadose zones
PRODUCT FEATURES:
■ Rapid and sustained oxidation of target compounds
• Easily applied with readily available equipment
• Destroys a broad range of contaminants
■ More efficient than other solid oxidants
• Enhances subsequent bioremediation
• Avoids detrimental impacts to groundwater aquifers
RegenOx pro"appficarion
HOW IT WORKS:
RegenOx maximizes in situ performance using a solid alkaline oxidant that employs a sodium percarbonate complex with
a multi -part catalytic formula. The product is delivered as two parts that are combined and injected into the subsurface using
common drilling or direct -push equipment. Once in the subsurface, the combined product produces an effective oxidation
reaction comparable to that of Fenton's Reagent without a violent exothermic reaction. RegenOx safely, effectively and rapidly
destroys a wide range of contaminants in both soil and groundwater (Table 1).
ACHIEVES RAPID OXIDATION VIA A NUMBER OF MECHANISMS
RegenOx directly oxidizes contaminants while its unique catalytic complex generates a suite of highly charged, oxidative free
radicals that are responsible for the rapid destruction of contaminants. The mechanisms by which RegenOx operates are:
■ Surface- Mediated Oxidation: (see Figure 1 and description below)
• Direct Oxidation: C�Cl, + Z Na,CO, • 3 H2O, + 2 H2O 2CO, + 4 NaCI + 4 H2O + 2 H,CO,
• Free Radical Oxidation:
— Perhydroxyl Radical (HO:•)
— Hydroxyl Radical (OH-)
— Superoxide Radical (O,•)
Figure 1. Surface -Mediated Oxidation is
responsible for the majority of RegenOx
contaminant destruction. This process takes
place in two stages. First, the RegenOx activator
complex coats the subsurface. Second, the
oxidizer complex and contaminant react with
the activator complex surface destroying the
contaminant.
. Patent applied for
Figure 1. RegenOx" Surface -Mediated Oxidation
.O -

genm'"
From Mass Reduction to Bioremediation:
Regenox" is an effective and rapid contaminant mass reduction technology. A single injection will remove significant amounts
of target contaminants from the subsurface. Strategies employing multiple Regenox injections coupled with follow-on accelerated
Bioremediation can be used to treat highly contaminated sites to regulatory closure. In fact, Regenox was designed specifically to
allow for a seamless transition to low-cost accelerated bioremediation using any of Regenesis controlled release compounds.
Significant Longevity:
Regenox has been shown to destroy contaminants for periods of up to one month.
Product Application Made Safe and Easy:
Regenox produces minimal heat and as with all oxidants proper health and safety procedures must be followed. The necessary
safety guidance accompanies all shipments of Regenox and additional resources are available on request. Through the use of
readily available, highly mobile, direct -push equipment and an array of pumps, Regenox has been designed to be as easy to
install as other Regenesis products like ORC• and HRCO.
Effective on a Wide Range of Contaminants:
Regenox has been rigorously tested in both the laboratory and the field on petroleum hydrocarbons (aliphatics and aromatics),
gasoline oxygenates (e.g., MTBE and TAME), polyaromatic hydrocarbons (e.g., naphthalene and phenanthrene) and chlorinated
hydrocarbons (e.g-, PCE, TCE, TCA).
Oxidant Effectiveness vs. Contaminant Type:
Based on laboratory kinetic data, thermodynamic calculations, and literature reports.
oxidant Effectiveness Key:
A = Short half life, low free energy (most energetically favored), most complete
B = Intermediate half life, low free energy, intermediate degree of completion
C = Intermediate half life, intermediate free energy, low degree of completion
❑ = Lang half life, high free energy (least favored), very low degree of completion
: 4 1
REGENESIS
Advanced Technologies For Groundwater Resources
1011 Calle Som6ra r San Clemente. Lalifornw 9267.1-6244
Tel 949!366.8000 !Pax 949.366,8090 ! www regenesis.com

Regen OX — Part A (Oxidizer Complex)
Material Safety Data Sheet (MSDS)
Last Revised: November 7, 2005
Section I — Supplier Information and Material Identification
Supplier:
Ap
REGENESIS
1011 Cal le Sombra
San Clemente, CA 92673
Telephone: [phone]
Fax: [phone]
E-mail: [e-mail]
Chemical Description:
A mixture of sodium percarbonate [2Na2CO3.3H202],
sodium carbonate [Na2C031, sodium silicate and silica gel.
Chemical Family:
inorganic Chemicals
Trade Name:
Regen Ox — Part A (Oxidizer Complex)
Product Use:
Used to remediate contaminated soil and groundwater
(environmental applications)
Section 2
— Chemical Information/Other Designations
CAS No.
Chemical
15630-89-4
Sodium Percarbonate
5968-11-6
Sodium Carbonate Monohydrate
1344-09-8
Silicic Acid, Sodium Salt, Sodium Silicate
63231-67-4
Silica Gel
Section 3 — Physical Data
Form:
Powder
Color:
White
Odor:
Odorless
Melting Point:
NA
Boiling Point:
NA

RegenOx — Part A
Section 3 — Physical Data (cont)
FlammabilitylFlash Point: NA
Vapor Pressure: NA
Bulk Density: 0.9 — 1.2 glcm3
Solubility: Min 14.5g1100g water @ 20 °C
Viscosity: NA
pH (3% solution): " 10.5
Decomposition Self -accelerating decomposition with oxygen release starts
Temperature: at 50 °C.
Section 4 — Reactivity Data
Stability: Stable under normal conditions
Conditions to Acids, bases, salts of heavy metals, reducing agents, and
Avoid/Incompatibility: flammable substances
Hazardous Decomposition Oxygen. Contamination with many substances will cause
Products: decomposition. The rate of decomposition increases with
increasing temperature and may be very vigorous with
rapid generation of oxygen and steam.
Section 5 — Regulations
TSCA Inventory Listed: Yes
CERCLA Hazardous Substance (40 CFR Part 302)
Listed Substance: No
Unlisted Substance: Yes
SARA, Title III, Sections 313 (40 CFR Part 372) — Toxic Chemical Release Reporting:
Community Right -To -Know
Extremely Hazardous No
Substance:
WHNIIS Classification: C,132B
Canadian Domestic Appears
Substance List:
J:\0perations\MSDS\Regenox Page 2

RegenGx — Part A
Section G — Protective Measures, Storage and Handling
Technical Protective Measures
Storage: Oxidizer. Store in a cool, well ventilated area away from
all sources of ignition and out of the direct sunlight. Store
in a dry location away from heat and in temperatures less
than 40 "C.
Keep away from incompatible materials and keep lids
tightly closed. Do not store in improperly labeled
containers.
Protect from moisture. Do not store near combustible
materials. Keep containers well sealed.
Store separately from reducing materials. Avoid
contamination which may lead to decomposition.
Handling: Avoid contact with eyes, skin and clothing. Use with
adequate ventilation.
Do not swallow. Avoid breathing vapors, mists or dust.
Do not eat, drink or smoke in the work area.
Label containers and keep them tightly closed when not in
use.
Wash hands thoroughly after handling.
Personal Protective Equipment (PPE)
Engineering Controls: General room ventilation is required if used indoors. Local
exhaust ventilation, process enclosures or other
engineering controls may be needed to maintain airborne
levels below recommended exposure limits. Avoid
creating dust or mists. Maintain adequate ventilation at all
times. Do not use in confined areas. Keep levels below
recommended exposure limits. To determine actual
exposure limits, monitoring should be performed on a
routine basis.
Respiratory Protection: For many conditions, no respiratory protection is
necessary; however, in dusty or unknown conditions or
when exposures exceed limit values a NIQSH approved
respirator should be used.
Hand Protection: Wear chemical resistant gloves (neoprene, rubber, or
PVC).
1:1Dperations\MSDSIRegenox Page 3

RegenOx — Part A
Section b — Protective Measures, Storage and Handling (coat)
Eye Protection:
Wear chemical safety goggles. A full face shield may he
wom in lieu of safety goggles.
Skin Protection:
Try to avoid skin contact with this product. Chemical
resistant gloves (neoprene, PVC or rubber) and protective
clothing should be warn during use.
Other:
Eye wash station.
Protection Against Fire &
Product is non -explosive. In case of fire, evacuate all non -
Explosion:
essential personnel, wear protective clothing and a self-
contained breathing apparatus, stay upwind of fire, and use
wager to spray cool fire -exposed containers.
Section 7 — Hazards Identification
Potential Health Effects
Inhalation:
Causes irritation to the respiratory tract. Symptoms may
include coughing, shortness of breath, and irritations to
mucous membranes, nose and throat.
Eye Contact:
Causes irritation, redness and pain.
Skin Contact:
Causes slight irritation.
Ingestion:
May be harmful if swallowed (vomiting and diarrhea).
Section S -- Measures in Case of Accidents and Fire
After Spillage/Leakage:
Eliminate all ignition sources. Evacuate unprotected
personnel and never exceed any occupational exposure
limit. Shovel or sweep spilt material into plastic bags or
vented containers for disposal. Do not return spilled or
contaminated material to the inventory.
Extinguishing Media:
Water
First Aid
Eye Contact:
Flush eyes with running water for at least 15 minutes with
eyelids held open. Seek a specialist.
Inhalation:
Remove affected person to fresh air. Seek medical
attention if the effects persist.
Ingestion:
If the individual is conscious and not convulsing, give two-
four cups of water to dilute the chemical and seek medical
attention immediately. Do Not induce vomiting.
J:\Operations\MSDSIRegenox Page 4

RegenOx — Part A
Section S — Measures in Case of Accidents and Fire (coat)
Skin Contact: Wash affected areas with soap and a mild detergent and
large amounts of water.
Section 9 — Accidental Release Measures
Precautions:
Cleanup Methods:
Shovel or sweep spilt material into plastic hags or vented
containers for disposal. Do not return spilled or
contaminated material to the inventory.
Section 10 — Information on Toxicology
Toxicity Data
LD50 Ural (rat):
2,400 mg/kg
LD50 Dermal (rabbit):
Min 2,000 mg/kg
LD50 Inhalation (rat):
Min 4,580 mg/kg
'
Section 11 Ecology
—Information on
Ecology Data
Ecotoxicological
NA
Information:
Section 12 — Disposal Considerations
Waste Disposal Method
Waste Treatment:
Dispose of in an approved waste facility operated by an
authorized contactor in compliance with local regulations.
Package (Pail) Treatment: The empty and clean containers are to be recycled or
disposed of in conformity with local regulations.
1:1Operations\MSDSIRegenox Page 5

RegenOx -- Part A
Section 13 — Shipping/Transport Information
D.U.T. Shipping Name. Oxidizing Solid, N.O.S. [A mixture of sodium
percarbonate [2Na2CO3.3H2O2], sodium carbonate
FNa,)CO3], sodium silicate and silica gel.]
UN Number: 1479
Hazard Class: 5.1
Labels: 5.1 (Oxidizer)
Packaging Group: M
HMISs Rating
Section 14 — Other Information
Health — l (slight)
Flammability — 0 {none}
Reactivity —1 (slight)
Lab PPE — goggles, gloves.
and lab coat
HMISO is a registered trademark of the National Painting and Coating Association.
Section 15 — Further Information
The information contained in this document is the best available to the supplier at the
time of writing, but is provided without warranty of any kind. Some possible hazards
have been determined by analogy to similar classes of material. The items in this
document are subject to change and clarification as more information become
available. This document is intended only as a guide to the appropriate precautionary
handling of the material by a properly trained person. Individuals receiving this
information must exercise their independent judgment in determining its
appropriateness for a particular purpose.
J:\Operations\MSDSacgenox Page 6

Regen ❑x — Part B (Activator Complex)
Material Safety Data Sheet (MSDS)
Last Revised: November 7, 2005
Section I — Supplier Information and Material Identification
Supplier:
L. _f
REGENESIS
101i Calle Sombra
San Clemente, CA 92673
Telephone: [phone]
Fax: [phone]
E-mail: info(a�regenesis.com
Chemical Description: A mixture of sodium silicate solution, silica gel and
ferrous sulfate
Chemical Family: Inorganic Chemicals
Trade Name: Regen Ox — Part B (Activator Complex)
Product Use: Used for environmental remediation of contaminated
soils and groundwater
Section 2 — Chemical Information/Other Designations
CAS No. Chemical
1344-09-8 Slllcic Acid, Sodium Salt. Sodium Silicate
63231-67-4 Silica Gel
7720-78-7 Ferrous Sulfate
7732-18-5 Water
Section 3 — Physical Data
Form:
Liquid
Color:
Blue/Green
Odor:
Odorless
Melting Point: NA
Boiling Point: NA
Flammability/Flash Point: NA
Vapor Pressure: NA

Regenax — Part B
Section 3 — Physical Data ( cant)
Specific Gravity
1,39 glcm
Solubility:
Miscible
Viscosity:
NA
pH (3% solution):
11
Hazardous Decomposition
Oxides of carbon and silicon may be formed when
Products:
heated to decomposition.
Section 4 — Reactivity Data
Stability:
Stable under normal conditions.
Conditions to Avoid:
None.
Incompatibility:
Avoid hydrogen fluoride, fluorine, oxygen difluoride,
chlorine trifluoride, strong acids, strong bases, oxidizers,
aluminum, fiberglass, copper, brass, zinc. and
galvanized containers.
Section 5 — Regulations
TSCA Inventory Listed:
Yes
CERCLA Hazardous Substance (40 CFR Part 302)
Listed Substance:
No
Unlisted Substance:
Yes
SARA, Title III, Sections 302/303 (40 CFR Part 355) — Emergency Planning and
Notification
Extremely Hazardous No
Substance:
SARA, Title III, Sections 311/312 (40 CFR Part 370) — Hazardous Chemical
Reporting: Community Right -To -Know
Hazard Category: Acute
SARA, Title HI, Sections 313 (40 CFR Part 372) — Toxic Chemical Release
Reporting: Community Right -To -Know
Extremely Hazardous No
Substance:
Page 2

RegenOx — Part B
Section 6 — Protective Measures, Storage and Handling
Technical Protective Measures
Storage: Keep in a tightly closed container (steel or plastic) and
store in a cool, well ventilated area away from all
incompatible materials (acids, reactive metals, and
ammonium salts). Store in a dry location away from
heat and in temperatures less than 24'C. Do not store in
aluminum, fiberglass, copper, brass, zinc or galvanized
containers.
Handling: Avoid contact with eyes, skin and clothing. Avoid
breathing spray mist. Use with adequate ventilation.
Do not use product if it is brownish -yellow in color.
Personal Protective Equipment (PPE)
Engineering Controls:
General room ventilation is required if used indoors.
Local exhaust ventilation, process enclosures or other
engineering controls may be needed to maintain airborne
levels below recommended exposure limits. Safety
shower and eyewash station should be within direct
access.
Respiratory Protection:
Use NIGSH-approved dust and mist respirator where
spray mist exists. Respirators should be used in
accordance with 29 CFR 1910.134.
Hand Protection:
Wear chemical resistant gloves.
Eye Protection:
Wear chemical safety goggles. A full face shield may
be worn in lieu of safety goggles.
Skin Protection:
Try to avoid skin contact with this product. Gloves and
protective clothing should be worn during use.
Other.
Protection Against Fire &
Product is non -explosive and non-combustible.
Explosion:
Page 3

RegenOx — Part B
Section 7 — Hazards Identification
Potential Health Effects
Inhalation: Causes irritation to the respiratory tract. Symptoms may
include coughing, shortness of breath, and irritations to
mucous membranes, nose and throat.
Eye Contact: Causes irritation, redness and pain.
Skin Contact: Causes irritation. Symptoms include redness, itching
and pain.
Ingestion: May cause irritation to mouth, esophagus, and stomach.
Section S —
Measures in Case of Accidents and Fire
After Spillage/Leakage
Mop up and neutralize liquid, then discharge to sewer in
(small):
accordance with local, state and federal regulations.
After Spillage/Leakage
Keep unnecessary personnel away; isolate hazard area
(large):
and do not allow entrance into the affected area. Do not
touch or walk through spilled material. Stop leak if
possible without risking injury. Prevent runoff from
entering into storm sewers and ditches that lead to
natural waterways. Isolate the material if at all possible.
Sand or earth may be used to contain the spill. If
containment is not possible, neutralize the contaminated
area and flush with large quantities of water.
Extinguishing Media:
Material is compatible with all extinguishing media.
Further Information:
First Aid
Eye Contact:
Flush eyes with running water for at least 15 minutes
with eyelids held open. Seek a specialist.
Inhalation:
Remove affected person to fresh air. Give artificial
respiration if individual is not breathing. if breathing is
difficult, give oxygen. Seek medical attention if the
effects persist.
Ingestion:
If the individual is conscious and not convulsing, give
two-four cups of water to dilute the chemical and seek
medical attention immediately. DO NOT induce
vomiting.
Skin Contact:
Wash affected areas with soap and a mild detergent and
large amounts of water. Remove contaminated clothing
and shoes.
Page 4

RegenOx — Part B
Section 9 — Accidental Release Measures
Precautions:
PPE: Wear chemical goggles, body -covering protective
clothing, chemical resistant gloves, and rubber boots
(see Section 6).
Environmental Hazards: Sinks and mixes with water. High pH of this material
may be harmful to aquatic life, Only water will
evaporate from a spill of this material.
Cleanup Methods: Pick-up and place in an appropriate container for
reclamation or disposal. US regulations (CERCLA)
require reporting spills and releases to soil, water and air
in excess of reportable quantities.
Section 14 — Information on Toxicology
Toxicity Data
Sodium Silicate: When tested for primary eye irritation potential
according to OECD Guidelines, Section 405, a similar
sodium silicate solution produced corneal, iridal and
conjunctival irritation. Some eye irritation was still
present 14 days after treatment, although the average
primary irritation score has declined from 29.7 after 1
day to 4.0 after 14 days. When tested for primary skin
irritation potential, a similar sodium silicate solution
produced irritation with a primary irritation index of 3 to
abraded skin and a to intact skin. Human experience
confirms that irritation occurs when sodium silicates get
on clothes at the collar, cuffs, or other areas where
abrasion may exist.
The acute oral toxicity of this product has not been
tested.
Ferrous Sulfate: LD50 Oral (rat): 319 mg/kg not a suspected carcinogen.
Page 5

RegenOx — Part B
Section 11 — Information on Ecology
Ecology Data
Ecotoxicological Based on 100% solid sodium silicate, a 96 hour median
Information: tolerance for fish of 2,320 mgll; a 96 hour median
tolerance for water fleas of 247 mglL; a 96 hour median
tolerance for snail eggs of 632 mglL; and a 96 hour
median tolerance for Amphipoda of 160 mg/L.
Section 12 — Disposal Considerations
Waste Disposal Method
Waste Treatment: Neutralize and landfill solids in an approved waste
facility operated by an authorized contactor in
compliance with local regulations.
Package (Pail) Treatment: The empty and clean containers are to be recycled or
disposed of in conformity with local regulations.
Section 13 — Shipping/Transport Information
D.O.T. This product is not regulated as a hazardous material so
there are no restrictions.
Section 14—Other Information
HMIS4 Rating Health — 2 (moderate) Reactivity — 0 (none)
Flammability — 0 (none) Lab PPE — goggles,
Contact — 1 (slight) gloves, and lab coat
HMIS"' is a registered trademark of the National Painting and Coating Association.
Section 15 — Further Information
The information contained in this document is the best available to the supplier at
the time of writing, but is provided without warranty of any kind. Some possible
hazards have been determined by analogy to similar classes of material. The items
in this document are subject to change and clarification as more information
become available. This document is intended only as a guide to the appropriate
precautionary handling of the material by a properly trained person. Individuals
receiving this information must exercise their independent judgment in determining
its appropriateness for a particular purpose.
Page 6

Regendx — Part B
Page 7

C❑ WITH PREVIOUS REPORTS

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FIGURE 1
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509 TEAGUE STREET
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Rogers, Michael r'
From: Joseph P. Nestor [[e-mail]]
Sent: Sunday, January 23, 2011 1:58 PM
To: Rogers. Michael, Wang, Shuying
Cc: 'Gene Mao'; 'Sam Niemann'
Subject: Planned Inject Event Notification
To: Aquifer Protection Staff (Central Office and Winston-Salem Regional Office)
The referenced permit includes the following requirement:
"At least forty-eight (48) hours prior to constructing each injection well, the Permittee shall notify the
Aquifer Protection Section -Underground injection Control (UIC) Central Office staff, telephone number
[phone] and the Winston-Salem Regional Office Aquifer Protection Section Staff, telephone
number [phone]."
This email is intended to satisfy the notification requirements contained in the permit which is shown in the
paragraph above.
Nesco Environmental, P.L.L.C. (Nesco Environmental) completed the first injection event during the week of
November 15, 2010. Nesco Environmental completed the second injection event during the week of
December 13, 2010. Nesco Environmental intends to perform the third injection event during the week of
January 31, 2011
Nesco Environmental requests that someone from the Central Office and someone from the Winston-Salem
Regional Office forward an email back to me confirming receipt of this notification. Also if a telephone call is
required to satisfy permit requirements, please let me know.
If you have any questionslcomments, please contact me.
Thank you for your attention to this matter.
Joseph P. Nestor, P.G., P.E.
Nesco Environmental, P.L.L.C.
PO Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
nescoe nv(a-)carolina. rr. co m

Rogers, Michael
From: Joseph P. Nestor [nescoenv@a caroiina.rr.com]
Sent: Tuesday, December 07, 2010 11:44 AM
To: Rogers, Michael; Wang. Shuying
Cc. Watts, Debra; 'Gene Mao'; 'Sam Niemann': 'Stephen Sloan'
Subject: Injection Permit W10400140 - ARAMARK Uniform and Career Apparel, LLC - 509 Teauge
Street - Greensboro, NC
To: Aquifer Protection Staff (Central Office and Winston-Salem Regional Office)
The referenced permit includes the following requirement:
"At least forty-eight (48) hours prior to constructing each injection well. the Permittee shall notify the
Aquifer Protection Section -Underground injection Control (UIC) Central Office staff, telephone number
[phone] and the Winston-Salem Regional Office Aquifer Protection Section Staff, telephone
number [phone]."
This email is intended to satisfy the notification requirements contained in the permit which is shown in the
paragraph above.
Nesco Environmental, P.L.L.C. (Nesco Environmental) completed one of the three planned injection events
during the week of November 15, 2010. Nesco Environmental plans to begin the second injection event on
Monday, December 13, 2010.
Nesco Environmental requests that someone from the Central Office and someone from the Winston-Salem
Regional Office forward an email back to me confirming receipt of this notification. Also if a telephone call is
required to satisfy permit requirements, please let me know.
If you have any questionsicomments, please contact me.
Thank you for your attention to this matter.
Joseph P. Nestor, P.G., P.E.
Nesco Environmental, P.L.L.C.
P❑ Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
nes coenv(c_)ca roi i na. rr. com
Joseph P. Nestor, P.G., P.E.
Nesco Environmental, P.L.L.C.
PO Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
nescoenv(cD ca rol i na. rr. com

Rogers, Michael
From: Joseph P. Nestor [[e-mail]
Sent: Wednesday, November 10, 2010 3:40 PM
To: Wang, Shuying; [e-mail]
Cc: Rogers, Michael; Watts, Debra;'Gene Mao'; 'Sam Niemann'; 'Stephen Sloan'
Subject: Injection Permit WI0400140 - ARAMARK Uniform and Career Apparel, LLC - 509 Teauge
Street - Greensboro, NC
To: Aquifer Protection Staff (Central Office and Winston-Salem Regional Office)
The referenced permit includes the following requirement:
"At least forty-eight (48) hours prior to constructing each injection well. the Permittee shall notify the
Aquifer Protection Section -Underground injection Control (UlC) Central Office staff, telephone number
[phone] and the Winston-Salem Regional Office Aquifer Protection Section Staff, telephone
number [phone]."
This email is intended to satisfy the notification requirements contained in the permit which is shown in the
paragraph above.
Nesco Environmental, P.L.L.C. (Nesco Environmental) plans to begin injection activities on Monday, November
15, 2010.
Nesco Environmental requests that someone from the Central Office and someone from the Winston-Salem
Regional Office forward an email back to me confirming receipt of this notification. Also it a telephone call is
required to satisfy permit requirements, please let me know.
If you have any questions/comments, please contact me.
Thank you for your attention to this matter.
Joseph P. Nestor. P.G., P.E.
Nesco Environmental, P.L.L.C.
PO Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
nescoenv carolina.rr.com

Rogers, Michael
From: Slusser, Thomas ;
Sent: Friday, November 19, 2010 9:16 AM
To: [e-mail]
Cc: Rogers, Michael: Watts, Debra; Wang, Shuying
Subject: RE: Injection Permit W 10400140 - ARAMARK - Greensboro
Greetings Joe,
Thanks for letting us know about the progress of your injection project. As discussed on the
telephone this morning, you may install the requested amount of additional direct -push points
per injection event as long as they are located in the originally -permitted area in order to
emplace the permitted injection volumes, and that you submit post -injection documentation of
how many wells and their locations for our injection well inventory and permit file.
FYI, I will be out all next week.
Take care, and good luck!
Thomas.
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.
-----Original Message -----
From: Joseph P. Nestor[niailt_❑:nescoenvQcarolina.rr.coml
Sent: Thursday, November 18, 2010 7:58 PM
To: Slusser, Thomas
Subject: Fw: Injection Permit WI0400140 - ARAMARK - Greensboro
Thomas
Mr. Rogers automatic email response referred me to you. Is there any chance of getting this
addressed tommorrow?
Thanks.
3oe Nestor
------Original message ------
From: 3oseph Nestor
To: Michael.Rogers(@ncdenr.gov
To: debra.watts(@ncdenr.gov
Cc: Samuel J. Niemann
Cc: [e-mail]
Cc: ssloanPgexnc.com
Subject: Injection Permit WI0400140
Sent: Nov 18, 2010 7:42 PM
Mr. Rogers and/or Ms. Watts:
- ARAMARK - Greensboro
Nesco Environmental, P.L.L.C.(Nesco Environmental) has begun the first of three planned
injection events under the referenced permit. Nesco Environmental is performing the work for
The Wetlands Company, LLC on behalf of ARAMARK Uniform and Career Apparel, LLC (ARAMARK). As
you may recall, the permit was for the injection of REGENOX into eighteen (18)direct-push

technique (DPT) borings dur each event. A total of 4,620 F ds of REGENOX is permitted
to be injected in a solution of 5,490 gallons during each event. Based on the permitted
number of DPT borings, this equates to 256.67 pounds of REGENOX and 330 gallons per DPT
boring per event.
During the current event, we have had several occasions where the solution has "daylighted"
to the surface. When this has occurred, we have either (1) reduced the pumping rate and
pressure and continued pumping if "daylighting" subsided or (2) ceased injection at that
particular DPT boring. Consequently, it has become apparent that we will not be able to
inject either the permitted mass of REGENOX or the permitted volume of solution into only 18
DPT points during each event. Nesco Environmental desires to advance additional DPT borings
and inject REGENOX solution into these borings during each injection event. Nesco
Environmental does not desire to increase the permitted mass of REGENOX or the permitted
volume of the solution. Nesco Environmental believes injecting the REGENOX solution into
additional DPT borings will allow for better distribution of the remediation chemicals in the
subsurface and will hasten the cleanup of soil and ground water at this site.
Nesco Environmental respectfully requests that ARAMARK be allowed to construct additional DPT
borings for injection purposes. Nesco Environmental proposes that up to thirty (30) DPT
boring be advanced during each event and that these borings be confined to the areas
previously indicated in the permit application.
Since we are in the field performing the injection event, we are hopeful that we may receive
verbal approval of this request tomorrow morning. Please contact me on my mobile telephone
(704-737-4046)to discuss.
Thank you for your attention to this matter.
Joe Nestor
Nesco Environmental
Sent from my Verizon Wireless BlackBerry
2

A Probnonaf Umft i Lwbhty C fflp"
August 24, 2010
Mr. Michael Rogers
NCDENR
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Via email (michael.rogers2ncdenr.gov) and US Mail
Re Response to August 16, 2010 Additional Information Request
Application for Permit to Inject RegenOx into Subsurface
Application No. W10400140
ARAMARK Uniform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No. 5540
Dear Mr. Rogers:
RECEIVED / ❑ENR r 0VVQ
Aquifer Protection Section
AUG 2e wo
Nesco Environmental, P.L. L.C. (Nesco Environmental) prepared this
correspondence for The Wetlands Company, LLC on behalf of ARAMARK Uniform &
Career Apparel, LLC {ARAMARK}. We are in receipt of your August 16, 2010
correspondence which requests additional information regarding the referenced
application. Below are each of your bullet points followed by Nesco Environmental's
response in blue.
There was no groundwater flow rate (velocity) information in the Application.
Please provide the annual groundwater flow rate in feet along with the calculations
used (specifically provide specific yield or porosity and gradient).

Mr. Michael Rogers
NCDENR
August 24, 2010
Page 2
Ground water flow velocity calculations may be found in Attachment 3 of the
Comprehensive Site Assessment Addendum dated December 20, 1995. This
document was included on a CD which was included with the application package.
A copy of these calculations is attached.
o Will the recovery wells for the groundwater remediation system be in operation
during the injection events and afterwards through post -injection monitoring
activities?
Nesco Environmental intends to deactivate the remediation system immediately
before each injection event (unless it is already deactivated) and leave the system
deactivated for at least three weeks after each injection event to prevent the
removal of remediation chemical before these chemicals have had the opportunity
to react with chlorinated volatile organic compounds in the subsurface. Depending
upon scheduling, the system may be reactivated between each injection event and
post injection monitoring.
o The monitoring plan proposes that, essentially, only geochemical field parameters
(temperature, DO, ORP, and pH) will be monitored prior to each injection event.
We will also need a scan of the same suite of parameters as those monitored for
in the post -injection events in order to monitor injection effectiveness (e.g. VOCs,
iron, silicon, sodium. silica, and carbonate). Whenever the final injection occurs
(the Application states the maximum number of separate injection events is 3) a
final monitoring needs to be completed 5 months afterwards. The revised
monitoring plan could be inserted as a new, replacement page in the Application.
Nesco Environmental prepared the attached revised monitoring plan.
o Please collect updated groundwater elevation data from all wells prior to the initial
injection and generate an updated potentiometric map(s).
Nesco Environmental will collect a round of ground water elevation data from
accessible monitoring wells prior to injection activities and prepare ground water
potentiomentric maps.

Mr- Michael Rogers
NCDENR
August 24, 2010
Page 3
There is some confusion in the labeling of the figures, which were in the
application. There are 2 isoconcentration maps for the transition zone dated
October 2009- They both are labeled Figure I {the Site Map is also labeled Figure
I} but present different analytical data. One of these maps is probably the map for
the bedrock aquifer as there was a reference to an isoconcentration for the
bedrock wells in the Application but not labeled or identified as such. Also, there is
a water table map for transition zone, but not for the bedrock. If available, please
submit a potentiometric map for the bedrock also.
Nesco Environmental apologizes for the confusion. The third isoconcentration
map was, as you suggested, for bedrock but was incorrectly titled as transition
zone. This third isoconcentration map includes data for recovery wells RW-1 and
RW-2 and monitoring wells MW-11 C, MW-12C, MW-14C and MW-15C. A
correctly titled isoconcentration map for bedrock is attached- A potentiomentric
map for bedrock was not included in the original application because of the limited
number of points at the site from which bedrock potentiometric data may be
extracted. Attached is a bedrock potentiomentric map for October 28, 2009 which
is based upon data from three points (monitoring wells MW-11 C, MW-12C, and
MW-14C)- This map should be interpreted cautiously given the limited number of
data points and the locations of these data points relative to other data points.
If additional information is necessary, or should you have any questions
concerning the application package, please contact me at [phone].
Sincerely,
NESCO ENVIRONMENTAL, P.L.L.0
kLtot01 Sian Se
Aq�tter prose
Ava 2e �o1a
Joseph P. Nestor, P.G., P.E.
President
CC' Sam Niemann — The Wetlands Company, LLC (via email)
Shuying Wang — NCDENR (via email)
JPNljpn 20100824

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ATTACHMENT 3
GROUNDWATER FLAW CALCULATIONS
rAWPAASMPJT100-120M14HA012M-14G 11110M

LTNWJ
-�Ar
Aa
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coteen H. Sullins
Governor Director
August 1 G, 2010
,Joseph P. Nestor. P.G.
NESCO Environmental
P-O. Box 782221
Charlotte. NC 28271
Re: Additional Information Request
Injection Well Permit Application Nk10400141)
Aramark Uniform and Career Apparel, LLC
Guilford County
Dear Mr. Nestor-,
Natural Resources
Dee Freeman
Secretary
We are in receipt of your letter dated August 11, 2010. Thank you for the additional information. However,
while reviewing the referenced permit Application, our staff identified some additional items that need
clarification and/or information. Please address the following items:
There was no groundwater flow rate (velocity) information in the Application. Please provide the
annual groundwater flow rate in feet along with the calculations used (specifically provide specific yield
or porosity and gradient).
Will the recovery wells for the groundwater remediation system be in operation during the injection
events and afterwards through post -injection monitoring activities?
The monitoring plan proposes that, essentially, only geochemical field parameters (temperature, DO,
ORP, and pH) will be monitored prior to each injection event. We will also need a scan of the same
suite of parameters as those monitored for in the post -injection events in order to monitor injection
effectiveness (e.g,, VOCs, iron, silicon, sodium, silica. and carbonate). Whenever the final injection
occurs (the Application states the maximum number of separate injection events is 3) a final monitoring
needs to be completed 5 months afterwards. The revised monitoring plan could be inserted as a new,
replacement page in the Application.
■ Please collect updated groundwater elevation data from all wells prior to the initial injection and
generate an updated potentiometric map(s).
There is some confusion in the labeling of the figures, which were in the application, There are 2
isoconcentration maps for the transition zone dated October 2009. They both are labeled Figure 1 (the
Site Map is also labeled Figure 1 ) but present different analytical data. One of these maps is probably
AOt11FEP PROTECTION SECTION
1636 Mail Service Cerwi , Rakeigr, NCR Carolina 27699-1 63G
Location. 2726 Gaonal $aulevard, Raleigh, North :Amlma 27604 one
Rnom- 919-'33 3µ'21 , FA 1 a 19-715.0588: FAX [phone]M8 ti Customer Service i-$T7-o2 -6748 North C a rol i n a
inlemet: wxrw,ntwateroualitv.arn r V'
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► , E-pu�A CJpporiungv ,-%Mfmauva waor,=rnpbyer

the map for the bedrock a er as there was a reference to an isoci :ntration for the bedrock wells in
the Application but not iaaeled or identified as such. Also, there is a water table map for transition zone.
but not for the bedrock. If available, please submit a potentiometric map for the bedrock also.
Please submit ? copies of your responses with any corrected text pages/figures {same scale and page size} for
insertion into the previously submitted UIC Application within 30 calendar da s of receipt of this letter. Send
one copy to my attention at the Central Office and the other copy to the attention of Ms. WanL_= at the Winston-
Salem Regional Office.
If you have any questions regarding your permit please call me at [phone] or email me at
M i chael.R oiterslwncrl enr.gor.
Thank you for your cooperation.
Best Regards,
Michael Rogers. P.G. (NC L)
Environmental Specialist
cc: Sherri Knight — Winston-Salem Regional Office
Central Office File — WI0400140
Gene Mao - Guilford County Dept. of Public Health. 1100 W. Wendover Avenue. Greensboro. NC
'_7405
7

Rogers, Michael
From: Joseph P. Nestor [nescoenv [e-mail]]
Sent: Wednesday, August 11, 2010 7:56 PM
To: Rogers, Michael
Cc: 'Sam Niernann'-. Wang, Shuying
Subject: Application No. W 10400140 - ARAMARK Greensboro facility
Attachments: 2010-08-11 - Addendum to injection permit applicabon.pdf
Mr. Rogers;
Attached is an addendum to the referenced permit application. I will also send you a hard copy.
After you receive this email, would you kindly provide me with an update regarding when you expect NCDENR to
respond to the application.
Joseph P. Nestor, P.G., P.E.
Nesc❑ Environmental, P.L.L.C.
P❑ Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
n es coe nvCcDca rol i n a. m core

zironmental
August 11, 2010
Mr. Michael Rogers
NCDENR
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Via email ([e-mail]) and US Mail
Re. Application for Permit to Inject Regen>Cx into Subsurface
Application No. W10400140
ARAMARK Uniform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No. 5540
Dear Mr. Rogers:
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared this
correspondence for The Wetlands Company, LLC on behalf of ARAMARK Uniform &
Career Apparel, LLC (ARAMARK)_ As we discussed previously by telephone, Nesco
Environmental met with Ms. Shuying Wang of NCDENR at the ARAMARK facility on July
1, 2010. Ms. Wang indicated that she believed additional monitoring beyond what was
proposed in the original application was warranted. The purpose of this correspondence
is to propose additional soil and ground water monitoring to evaluate the effects of the
proposed injection activities.
Environmental and Geologic Services
PO Box 78222 Charlotte, NC 28271 -f - 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
Email [e-mail]

Mr. Michael Rogers
NCDENR
August 1 1, 2010
Page 2
SOIL_ MONITORING
Nesco Environmental proposes that soil borings be advanced and sampled
approximately one month after injection activities have been completed. Nesco
Environmental proposes that a total four borings be advanced by direct -push techniques
(DPT), Nesco Environmental recommends that these borings be advanced to ❑PT
refusal. Nesco Environmental recommends that samples be collected and screened with
a photo -ionization detector (PID) at approximately 5-foot intervals.
Nesco Environmental proposes that one boring be advanced immediately adjacent
to the location of Boring A (advanced on March 4, 2010) and another boring be advanced
immediately adjacent to the location of Boring G (also advanced on March 4, 2010).
Borings A and G represent the "worst case" conditions noted during the pre -injection
evaluation performed in March 2010. Nesco Environmental proposes that samples be
collected from these two borings at approximately the same depths at which the "worst
case" conditions were noted for Borings A & G and that these samples be analyzed for
volatile organic compounds (VOCs) by EPA Method 8260B.
Nesco Environmental proposes that two other Borings be advanced at locations
between five and ten feet from Regenox injection points. Nesco Environmental proposes
that a sample be selected from each of these two boring on the basis of the highest PI❑
measurement for each boring. Nesco Environmental proposes that these samples be
analyzed for VOCs by EPA Method 8260B.

Mr. Michael Rogers
NCDENR
August 11, 2010
Page 3
GROUND WATER MONITORING
Nesco Environmental intends to perform its normal annual ground water
monitoring in October 2010. The normal monitoring is for VOCs by EPA Method 826013.
If injection activities have taken place prior to the scheduled October 2010 event, Nesco
Environmental proposes that monitoring wells MW-3A, MW-3B, MW-4A, MW-413, MW-7A,
MW-713, MW-8B, MW-9A, and MW-9B also be monitored for iron, silicon, sodium, silica,
and carbonate. If injection activities have not taken place prior to the scheduled October
2010 event, Nesco Environmental proposes that monitoring wells MW-3A, MW-313, MW-
4A, MW-4B, MW-7A, MW-715, MW-813, MW-9A, and MW-913 be monitored for VOCs, iron,
silicon, sodium, silica, and carbonate two to four months after the injection activities. In
addition, Nesco Environmental proposes that monitoring wells MW-3A, MW-3B, MW-4A,
MW-413, MW-7A, MW-713, MW-8B, MW-9A, and MW-913 be monitored for VOCs. iron,
silicon, sodium, silica, and carbonate during the 2011 annual monitoring event scheduled
for October 2011.
If additional information is necessary, or should you have any questions
concerning the application package, please contact me at [phone].
Sincerely,
NESC❑ ENVIRONMENTAL, P.L.L.0
Joseph P. Nestor, P.G., P.E.
President
cc: Sam Niemann — The Wetlands Company, LLC (via email)
Shuying Wang — NCDENR (via email)
JPNlipn 201Doa11

NCDENR
Noah Carolina department of Environment and Natural
Division of Water Quality
Beverly Eaves perdue Coleen H. Sullins
Governor Director
June 15, 2010
Doug Helmstetler
Aramark Uniform & Career Apparel, LLC
115 North First Street
Burbank. NC 91502
Subject: Acknowledgement of Application No. WI0400140
Aramark Uniform & Career Apparel
Injection In situ Groundwater Remediation Well (51)
Guilford
Dear Mr. Helmstetler:
Resources
Dee Freeman
Secretary
The Aquifer Protection Section of the Division of Water Quality (Division] acknowledges receipt of your permit application and
supporting materials on June 3.2010. 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:./h2o.enr.state.nc.us/document-,/dwci oruchan df.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER "EN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
'Sr r
for Debra J. Watts
Supervisor
cc: Winston-Salem Regional Office. Aquifer Protection Section
Joseph Nestor (Nesco Environmental - PO Box 78222. Charlotte. NC 28271 )
Permit Application File W10400140
AQUIFER PROTECTION SECTION
163614ail Serves Center. Raleigh, North Carolina 27699.1636
Location: 2728 Capital Boulevard. Raleigh. North Carolina 27604
Phone: [phone] FAX [phone]W FAX 2. 919-71MG48 1 Customer -Service. "77-623.5748
Internet www.ncwaterquaiq.org
One
North Carpi ina
An Equal Gr3aortunny r Affirmalive Anon Emoiayer

A PMNMS ^W Ltmftd LkabdMy Company
June 1, 2010
Mr. Thomas Siusser
NCDENR
UIC Program
Aquifer Protection Section
North Carolina ❑ENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Re. Application for Permit to Inject RegenOx into Subsurface
ARAMARK Uniform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
h[�l �l� �liR•�CCaiii � r•�•�•�i�]
Dear Mr. Slusser:
RECE1E� I pE�1R I DW4 otN
Aw1F p 1390'rr- 1 N
�U0 3 Luis
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared the attached
application package for The Wetlands Company, LLC on behalf of ARAMARK Uniform &
Career Apparel, LLC. Nesco Environmental proposes to inject RegenOx into the vadose
zone by direct -push technique (DPT) drilling. RegenOx is on NCDENR's approved list of
remediation injectants. Nesco Environmental proposes to inject this remediation material
during three separate events. During each event. Nesco Environmental proposes to inject
approximately 5,480 gallons of a RegenOx solution. Each 5,480-gallon batch of solution, will
contain approximately 2,310 pounds of RegenOx Oxidizer (Part A) and approximately 2.310
pounds of RegenOx Activator (Part B).
The goal of the proposed injection activity is to reduce the mass of residual chlorinated
volatile organic compounds (CVOCs) which are present in unsaturated soil. The affected soil
is believed to act as a secondary source of impact to the underlying ground water.
Environmental and Geologic Services
PO Box 78222 Charlotte, NC 28271 + 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
Email nescoenv@7a carolina.rr.com

Mr. Thomas Slusser
NCDENR
June 1, 2010
Page 2
If additional information is necessary, or should you have any questions concerning
this application package. please contact me at [phone].
Sincerely,
NESCO ENVIRONMENTAL, P.L.L.0
I
Joseph P. Nestor. P.G.. P.E.
President
Enclosures
JPNljpn 20100601
RECEIVED ! DENR 1 DWO
AQDIFFR PP0Tr-f'TIr)N 4FC7ION
JUN 0 3 Gull!

Rapers, Michael
From: 5lusser, Thomas
Sent: Monday. August 16. 2010 2:39 PM
To: Rogers, Michael
Subject: RE. 51 Application WI 0400140 Aramark
Hi r\like, yes, there is no problem with that approach.
"T.
r77k Cc- .iY111.^•r1:1 ri, o,-1„^,dr t ihSr'111"r.''11 r^"i
From: Rogers, Michael
Sent: Monday, August 16, 2010 2:08 PM
To: Slusser, Thomas
Subject: 5I Application WI 0400140 Aramark
Thomas -
Just wanted to check with you before sending additional information request letter for the above site. The
applicant is proposing to inject RegenOx oxidant into the unsaturated zone of a dry-cleaning site contaminated
with RCE in the sail and groundwater.
Do you see any problems with this approach?
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 [phone]; Fax [phone] (put to my attn on cover letter)
http:lip orta1. ncdenr.org/web/wglaps/gwproiperm it -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

AQUIFER PROTECTI1 SECTION - GROUNDWATI PROTECTION UNIT
REGIONAL STAFF REPORT
Date: July 1, 2010 Permittee(s): Ararnark Uniform & Career Apparel
Permit No.: WI 04 00140
To: APS Central Office County: Guilford
Central Office Reviewer: Michael. Rogers
Project Name: Aramark Uniform & Career Apparel
Regional Login No:
L GENERAL INFORMAT7oN
I . This application is (check an dial apply): ❑ SFR Waste Irrigation System D] UIC Welltsj
® New ❑ Renewal
❑ Minor Modification ❑ Major Modification
❑ Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ EvaporationlInfiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Rernediation ® Other Injection Wells (including in situ remcdiation)
Was a site visit conducted in order to prepare this report? ® Yes or ❑ No.
a. Date of site visit: July 1, 2010
b. Person contacted and contact information: Joseph Nestor, NESCO Environmental. PLLC
c. Site visit conducted by: Shuying Wang. WSRO
d. Inspection Report Attached: ❑ Yes or ® No.
1s the following information entered into the B I M S record for this application correct?
❑ Yes or ® No. 1f no, please complete the following or indicate that it is correct on the current application.
For SFR Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude: Method Used (GPS, GoogleTM, etc.),
e. Regulated Activities 1 Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
For UIC Injection Sites:
(If multiple sites either indicate which sites the information applies to, copy and paste a new section into the
document for each site, or attach additional pages for each site
a. Locations): 509 Teague St., Greensboro, NC
b. Driving Directions: From WSRO. take_1-40_ east for about 27 miles, take_ exit 36 on the left for Randleman
Rd„ then turn right at Randleman Rd.. then_, take the first right onto Teague -St.: the destination, 509 Teague
St —will be on the left -
c. USGS Quadrangle Map name and number: Greensboro NC and 36079-A7-TF-024
d. Latitude: 36.03114179 Longitude:-79.90262067 Method Used (GPS, GoogleTM, etc.), GPS at t17e
site RECEIVED I f3ENR / DWQ
Aquifer Protection Section
1IP5-GPU Regional Staff Report (Sept 09) JUL 19 2010 Page 1 of 6 Pages

AQUIFER PROTECTI+ SECTION -- GROUNDWATI PROTECTION UNIT
REGIONAL STAFF REPORT
IV INJECTION WELL PERMIT APPLICATIONS {Complete these two sections for a[] systems that use injection
%yells, 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
I - Type of injection system;
❑ Heat i ng/coo I i ng water return flow (5A7)
❑ Closed -loop heat pump system (5QM/5QW)
® In situ remediation (5I)
❑ Closed -loop groundwater remediation effluent injection (5 U"Non -Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ®No
:. Are there any potential pollution sources that may affect injection? ® Yes ❑ No
What is/are the pollution source(s)? Petroleum Rroducts from an Exxon station. What is the distance of the
injection_ well(s) from the pollution source(s)? 200 ft.
4. What is the minimum distance of proposed injection wells from the property boundary? 2 ft.
5. Quality of drainage at site: ® Good ❑ Adequate ❑ Poor
G. Flooding potential of site: ® Low ❑ Moderate ❑ High
7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequeIIcy of (11onitoring, 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: (I ) Since injection of RegenOx is to treat contaminated soil in the vadose
zone, at some point after injection is completed, depending on how fast the reaction between contaminants and
iiilectants to take place and complete, treated soil should be sampled for contam to be treated and
Intl ctarit constittl_ents, such as sod lll_m—bicarbonate,_s_iIica, Iron, and sulfate; (2)_tomonitoring effects of the
proposed injection on groundwater quality and injectants are not over applied,_ iniectant concentrations in
groundwater should be also monitored 3 in order to monitor effects of injection activities on groundwater, an
additional sampling event six months after the last injection event is corn pleted should be considered. WSRG
has no objections on proposed SVE sampling plan.
S. Does the snap presented represent the actual site (property lines, wells, surface drainage)? ® Yes or ❑ No. If
no or no map, please attach a sketch of the site, Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Injection Well Permit Renewal and Modification Only:
I. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If Yes, explain:_
A?S-GPU Regional Staff Report (Sept 09) Page 4 of 6 Pages

AQUIFER PROTECTI SECTION — GROUNDWATI PROTECTION UNIT
REGIONAL STAFF REPORT
2. For closed -loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If yes, explain:
3. For renewal or modification of Groundwater rem ediation permits (of any type), will
continued/additional/modified injections have an adverse impact on Emigration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If yes, explain:
4. Drilling Contractor: Name:
Address:
NC Certification number:
5. Complete and attach NEW injection Facility Inspection Report, if applicable
V. EV4L UATIONAND RECOMMENDATIONS
1, Provide any additional narrative regarding your review of the Application: Please refer to IV. 7.
2. Attach new Injection Facility Inspeclion Form, if applicable
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make SLire that you provide a reason for each item:
Item Reason
a. 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
G. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition Reason
APS-GPU Regional Staff Report (Sept 09) Page 5 of 6 Pages

AQUIFER PROTECTH SECTION - GROUNDWATI PROTECTION UNIT
` REGIONAL STAFF REPORT
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report Preparers):
Signature of APS regional supervisor:
Date:L-1/10
VI. ADDITIONAL INFORMATIONAND SITE MAP (,Sketch ofsite showing house and waste irrigation
systenr, spray or drip field, location of wellfs), anrUor other relevant i►afornration- SHOW NORTHARROM
APS-CPU Regional Staff Report (Sept 09) Page 6 of Pages

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REO VEST FORM
Date: .tune 18. 20 10
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. Michael.Rog_ers(a)ncmail.net
A. Permit Number: Al 0400140
B. Owner. Aramark Uniform and Career Apparel
C. Facility/Operation:
❑ Proposed ® Existing ❑ Facility ❑ Operation
D. Application:
1. PermitType: ❑ Animal ❑
SFR-Surface Irrigation❑
Reuse
❑ H-R Infiltration
❑ Recycle ❑
I/E Lagoon ❑ GW Remediation (ND)
® UIC — 51 Groundwater Remediation Well
For Residuals: ❑ Land App.
❑ D&M
❑
Surface Disposal
❑ 503
❑ 503 Exempt
❑
Animal
2. Project Type: ® New ❑ Major Mod. ❑ Minor Mod. ❑
Renewal
❑ Renewal w/ Mod..
E. Comments/Other Information: ❑ 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

Michael F. i~axicy, Gawnlar
^.�SNEo
North Carolina Department of Health and Human Services
Division of Public Health ■ Epidemiology Section
1912 Mail Scmce Centel • Ratmgh, North Carolina 27699.1912
Tel [phone] ■ Fax [phone]
September 5, 2007
MEMORANDUM
TO: Qu Qi
Underground Injection Control Program
Aquifer Protection Section
FROM: Luanne K. Williams, Pharm.D., Toxicologist `��--
Medical Evaluation and Risk Assessment Unit
Occupational and Environmental Epidemiology Branch
North Carolina Department of Health and Human Services
{:arnim Hooker 0dam. Se retary
SUBJECT: Use of Non. -Biological Products RegenOx'rm to Enhance Biodegradation of
Contaminated Groundwater
I am writing in response to a request for a health risk evaluation regarding the use of non -
biological product RegenOxrM to enhance biodegradation of contaminated groundwater. Based
upon my review of the information submitted, I offer the following health risk evaluation:
Some effects or hazards reported to be associated with the chemicals proposed for use are
as follows:
Exposure can cause severe irritation and possibly burns to the skin, eyes, nose, throat,
lungs. and gastrointestinal tract (Micromedex TOMES Plus System CD-ROM
Database, Volume 73, 2007)
2. If the products are released into the environment in a way that could result in a
suspension of fine solid or liquid particles (e.g-, grinding, blending, vigorous shaking or
mixing), then proper personal protective equipment should be used -
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.
4. Eating, drinking, smoking, handling contact lenses, and applying cosmetics should never
be permitted in the application area during or immediately following application. Safety
controls should be in place to ensure that the check valve and the pressure delivery
systems are working properly.
QbI.ncaturn 5505 Six Vorkz Rwda 2-1 Flexor. R[Kim DI ■ ltalei h7 N.0 276M. An E.clual Opportunity Employer

5. The Material Safety Data Sheets should be followed to prevent adverse reactions and
injuries.
b_ 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.
7. Efforts should be made to prevent contamination of existing or future wells acid surface
waters that may be located. near the application area.
Please do not hesitate to call me if you have any questions at [phone].

I
NESCQ
Environmental
R Nulessollar � I1N L•abeMjr Car.pany
June 15, 2012
Mr. Michael Rogers
NCDENR
UIC Program �
Aquifer Protection Section �-j t`~
North Carolina ❑ENR-DWQ �C,
1636 Mail Service Center rL
Raleigh, NC 27699-1636
Via email (michael.ro ers ncdenr. ov) and US Mail
Re. Injection Summary Report
November 2010 to February 2011
Application No. W10400140
ARAMAR K U niform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No 5540
Dear Mr. Rogers:
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared the attached
report for The Wetlands Company, LLC on behalf of ARAMARK Uniform & Career
Apparel, LLC (ARAMARK). Also attached is a CD which includes the report in Adobe
Acrobat format.
Environmental and Geologic Services
PO Box 78222 Charlotte, NC 28271 + 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
Email [e-mail]

Mr. Michael Rogers
NCDENR
June 15, 2012
Page 2
If you have any questions concerning this project, please contact me at (704)
442-1365.
Sincerely,
NESCO ENVIRONMENTAL, P.L.L.0
Joseph P. Nestor, P.G., P.E.
President
cc: Sam Niemann — The Wetlands Company, LLC (via email)
Shuying Wang — NCDENR (via email and US Mail)
Gene Mao — Guilford County (C❑ only via US Mail)
JPNljpo 20120615

APPENDICES
Appendix I Analytical Results for Samples Collected prior to Initiation of Injection
�ctivitles
4'pendix 11 Injection Record Summary and Injection Records for Individual Injection
L� Points
Appendix III Analytical Results for Samples Collected after Initiation of Injection
Activities
Appendix IV Plots of PCE Concentrations for Recovery Wells and Selected Monitoring
Wells

1.0 INTRODUCTION
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared this report
for The Wetlands Company, LLC on behalf of ARAMARK Uniform & Career Apparel,
LLC (ARAMARK). ARAMARK owns and operates an industrial laundry and uniform
distribution depot at 509 Teague Street in Greensboro, North Carolina
Soil and ground water have been impacted by a release or releases of
chlorinated solvents at this site. A previous owner of the subject property performed
dry cleaning activities at the subject property. No dry cleaning activities have
occurred at the subject property since 1987 or before. A Report for Preliminary
Subsurface Investigation prepared in 1988 indicates it is believed that accidental
releases of tetrachloroethene (which is synonymous with perch loroehylene [PCEI)
occurred when a pressure relief device opened on a dry cleaning machine located near
the back door at the southwest corner of the facility building. This report describes the
releases as inadvertent "de minimus" losses. The released PCE evidently flowed or was
washed out the back door. Above -ground storage tanks (ASTs) were also located south
of the facility and were used to store PCE. The former ASTs are also a potential source
of PCE.
A soil vapor extraction (SVE) system has been in operation at the subject site
since July 1993, From July 1993 until September 2004, soil gases were drawn from
three vapor extraction points (VE-1, VE-2, and VE-3). On September 29, 2004. four
additional vapor extraction points were brought on line (VE-4 through VE-7).
A ground water recovery and treatment unit has been in operation since October
1997. Between October 1997 and September 29, 2004 ground water was recovered
from one ground water recovery well (RW-1). On September 29, 2004. a second ground
water recovery well (RW-2) was brought on line. Ground water is treated by an air
stripper and then discharged to the sanitary sewer under a permit issued by the City of
Greensboro.

1 En77:
February 9, 2011
Mr. Michael Rogers
NCDENR
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Via email michael.ro ers ncdenr. ov) and US Mail
Re: Injection Event Summary
Third Injection Event
January 31, 2011 to February 4, 2011
Application No. W10400140
ARAMARK Uniform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No. 5540
Dear Mr. Rogers:
RECEIVED / DENR / DWp
A0U1 FP: R 'AR0TFr T1 nN ,gFC T10N
FEB 18 2011
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared this
(Xvj-r- correspondence for The Wetlands Company, LLC on behalf of ARAMARK Uniform &
Career Apparel, LLC (ARAMARK). Nesco Environmental was at the referenced site for
the eC of three planned injection events during the period January 31, 2011 to
February 4, 2011.
Nesco Environmental subcontracted Geologic Exploration Company of Statesville,
North Carolina to advance borings by direct -push technology (DPT), to mix REGENOX
solution, and inject REGENDX solution into the subsurface through the DPT borings.
Environmental and Geologic Services
PG Box 78222 Charlotte, NC 28271 + 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
Email [e-mail]

Mr. Michael Rogers
NCDENR
February 9, 2011
Page 2
Attached is a figure which shows the locations of the injection points during the
latest and previous injection events. Also attached are a REGENOX Injection Record
Summary and a REGENOX Injection Record each injection point.
Twenty DPT injection points were advanced during this latest event. These
injection points are designated 1-33 to 1-53. Approximately 2.277 gallons of solution was
injected during the latest event. The approximate concentration of the solution was 9
percent reagent (both Part A and Part B) by weight. Approximately 870 pounds of Part A
and 870 pounds of Part B were injected during the latest event for a total of 1,740 pounds
of REGENOX reagent. Recall that Part A is the oxidant and Part B is the activator.
Nesco Environmental notes that the injection project is proceeding at a slower
pace than originally planned. At numerous -injection points. daylighting has been an
issue. Consequently. more injection points than originally planned have been required for
emplacement of the design mass of remediation chemicals. Originally. it was planned to
complete the injection project in three injection events. An additional event or events will
be required to place the design mass of remediation chemicals into the subsurface.
If additional information is necessary. or should you have any questions
concerning this project, please contact me at [phone].
Sincerely,
NESCO ENVIRONMENTAL, P.L.L.0
' ip
Joseph P. Nestor. P.G., P. E
President
cc: Sam Niemann — The Wetlands Company, LLC (via email)
Shuying Wang — NCDENR (via email)
JPN'jpn 20110209
RECEIVED i DENR 1 DWQ
AQUIFFP PROTPrTION SECTION
FEB 10 2011

N
A RAMAR K
M W_2 B T-
EXISTING FENCE
EXISTING BUILDING
BUILDING
MW-2A 0 MW-2A
EXISTING WATER TABLE WELL
D MW-28
EXISTING MONITORING WELL [NON -WATER TABLE]
VE-6 0VE-3
EXISTING VAPOR EXTRACTION WELL
D vm- 1
EXISTING VACUUM MONITORING PROBE
V�B =MW-4A
RW- 1
EXISTING RECOVERY WELL
VE- •- Q
}( MW--2A
W-2
ABANDONED WATER TABLE WELL
VM-2
(VE-7)
MW-29
ABANDONED MONITORING WELL (NON -WATER TABLE)
VE-2
J
INJECTION POINT LOCATION (NOVEMBER 15- 19. 2010)
VM-1
- VE-5
INJECTION POINT LOCATION (DECEMBER 13-15, 2010)
©
INJECTION POINT LOCATION
(JANUARY 31 TO FEBRUARY 4, 2011)
M W-3A' "
MW-3B
W-1 (VE-1 )
5 3f,'HT
S CA-E •4C
RECEIVED IDENRIDWO
AQU1F;:R'PRnTFrTIi)N SFCTf4N
FEB 10 2011
FIGURE 1
INJECTION POINT
LOCATION MAP
ARAMARK UNIFORM &
CAREER APPAREL, LLC
509 TEAG U E STREET
GREENSBORO, NC

REGENOX INJECTION RECOR❑ SUMMARY
JANUARY 31, 2011 TO FEBRUARY 4, 2011
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION
POINT
POUNDS
OF PART
A
POUNDS
OF PART
8
GALLONS OF
SOULTION
INJECTED
CONCENTRATION
OF SOLUTION
INJECTED BY
WEIGHT
1-33
75
75
200
8.88%
1-34
150
150
402
8.83%
1-35
30
30
75
9.42%
1-36
4
4
10
8.87%
1-37
11
11
30
8.87%
1-38
60
60
158
8.97%
1-39
30
30
77
9.23%
1-40
45
45
112
9A9%
1-41
120
120
308
9,22%
1-42
30
30
83
8.58%
1-43
23
23
57
9.34%
1-44
8
8
20
8.87%
1-45
45
45
119
8.98%
1-46
30
30
74
9.64%
1-47
30
30
79
8.96%
1-48
15
15
40
8.77%
1-49
45
45
114
9.34%
1-50
15
15
39
9.11%
1-51
1
1
4
8.54%
1-52
59
59
158
8.78%
1-53
45
45
119
8,94%
TOTAL
870
870
2,277
9.04%

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO. NORTH CAROLINA
tNJECTION POINT Id I-33
METHOD OF INJECTION: DPT drilled to de 1h, then exposed intervals by pullingrods and injecting sDlufian with posilive displacement piston pump
START TIMFJDATE 01/31/2011 11:35
END TIMEIDATE 0113412DII 13:25
Interval
Pounds of
Part A
Pounds
of Part 0
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
m(psi)
Pressure
Comments
73 - 14
1 .0
15.0
52
5.80%
NRIMM
NRIMM
Sidewinder set at 3300 m; Continued daylighting at MW 3A
14 15
15.0
15.0
40
8.86%
7
45
Sidewindef set at 2430 m; Began da li htin at MW-3A
15 - 16
1 15.0
1 15-0
1 38
9.26%
1 6.6
1 45
Sidewinder set at 2500 m
16 - 17
15.0
15.0
29
12.10
3.0
47
Sidewinder set at 2500 rpm
17 - 18
1 15.0 1
15.0
1 40 j
8.07%
1 3.0
1 40
j5idevAridef set at 1930 rpm
TOTALS 1 5 1 75 1 75 1 1999.8.68%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID I-34
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullin rods and in actin 9 solution with positive dis lacement piston pum
START TIMEIDATE 01/31/2011 13,35
END TIMEJDATE 01/31/2011 17:00
Interval
Pounds of
Pan A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
m)
Pressure
(E2
Comments
15 - 16
15.0
15.0
40
8.87%
NRIMM
45
Sidewinder set at 1200 rpm
1B - 17
15.0
15.0
40
8,87%
NRIMM
NRIMM
_
Sidewinder set at 1200 rpm
17 - 18
15.0
15,0
40
8.87%
NRIMM
50
Sidewinder set at 1200 rpm
18 - 19
15.0
15.0
40
0-87%
NRIMM
55
Sidewinder set at 1200 rpm
19 - 20
15.0
15.0
38
9.29%
81
5o
Sidewinder set at 1200 rpm
20 - 21
15,0
15.0
38
9,34%
8,8
50
Sidewinder set at 1200 rpm
21 - 22
15,0
15.0
37
9.69%
NRIMM
50
S dewinder set at 1200 Mm
22 - 23
15,0
15.0
46
7.73%
5,3
50
Sidewinder set at 1200 rpm
23 - 24
15.0
15.0
38
9.26%
8,0
55
Sidewinder set at 1200 m
24 - 25
15.0
15.0
45
7.90%
NRIMM
60
Sidewinder Set at 1200 m
JTOTALSJ 10 1 150 150 1 401.95 1 8,83%
NRIMM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJEC UON POINT ID 1-35
METHOD OF INJECTION: DPT drilled to depth. then exposed iniervals by puRingrods and Injactmg solution with positive dis Iacement pisicn p um
START TIMEIDATE 02/01/2011 09-05
END TIMEIDATE 021011201109 30
Approximate
Concanlr Wn
Gallons of
of Solvlion
Infection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Pan A
of Part B
Injected
Weight
m
IM
Comments
Sidewinder set at 1200 rpm; Stopped daylighting around pad for oI
RW-1; Started daylighting about 1 foot inside fence on Canteen
10 - 11
15.0
15.0
37
9.57%
5.0
NRIMM
property.
1
Sidewinder set at 1200 rpm; A limited amount of daylighbng
11 - 12
15.0
15.0
38
9.28%
5.5
40
occurred around pad for old RVV-1
TOTALS1 ? J 30 1 30 1 75.3 1 9A29b
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1.35
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullin rods and injecting solution with positive d ispl ace ment piston pum
START TIME/DATE 02101/2011 10-00
END TIMEIDATE 02/0112011 10 10
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part 8
injected
Weight
m(psi)
Comments
Sidewinder set at 1200 rpm. Started dayhghting around pad for old
14 - 15
1 3.8
3.8
10
8.87%
5.5
40
RW-1 after injecting -10 qallon5 of solution.
TOTALS 1 3.8 3.8 10 8,87%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-37
MET;OD OF INJECTION RPT drilled to depth, then exposed intervals by pulling rods and iniecting solution wish positive displacement piston pump
TART TIM£IDATE 02/01/2011 11:05
ND TIMEIOATE 02/0112011 11-32
After injecting remediation chemicals into 18-19 foot interval, a hatch of grout was injected into 1-37 over 18-19 and 17-18 foot intervals. A total of -39 gallons of
grout with 188 pounds of Portland cement was injected. The grout did not daylight at pad for old RW-1 but did daylight between MVV-3A and MW-3B.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
PartA
of Pan B
Injected
Wight
m(psi)
Comments
Sidewinder set at 1200 rpm; Ste Ned daylighUng around pad for old
18 - 19 1
11.3
1 11.3
1 30
8.87°!0
5.6
45
1 RVV-I after in ectin -16 gallons of solution.
TOTALS 1 1 11 1 11 30.00 8.87°I
NRINM- NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-35
METHOD OF INJECTION' DPT drilled to de th, then exposed intervals by pullin rods and i rijecting solution with posibve d i s ulacement piston pum
START TIMEIDATE 02/01/2011 11:35
END TIMEIDATE 0210112011 12:30
11:45 - 02.01-2011 - Mixed -80 gallon batch of solution with 30 pounds of Part A. 30 pounds of Part B. and 188 pounds of Portland cement for 25-26 foot interval.
12:03 - 02-01-2011 - Mixed --130 gallon batch of solution with 30 pounds of Part A. 30 pounds of Part B, and 188 pounds of Portland cement for 24-25 foot interval.
Approximate
Concentration
Gallons of
of Solution
Infection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
m(psi)
Comments
Sidevanderset at2800 rpm; At 12:11 dayllghting began alongside
pad for RW1. At 1217 daylighting began alongside wastewater
24 - 25
30.0
30.0
80
8.84 %
5.0
NRIMM
discharge weir,
25 - 26
30.0
30.0
78
9.11%
5.5
90
Sidewindar set at 2800 rpm
TOTALS 2 60 60 158.13 8.97%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-39
METHOD OF INJECTION' DPT drikd to depth. then exposed intervals by ullin reds and in'ectm g solution with positive dis lacement piston porn
START TIMEIDATE D210112014 14:00
END TIMEIDATE 02M112011 14:30
14:15 - 02.01-2011 - Mixed -40 gallon hatch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 23-24 foot interval.
14:23 - 02-01-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 22-23 foot interval.
Approximate
Concentration
Gallons of
of Solution
Inlechon
Pounds of
Pounds
Solution
Injected by
Bate
Pressure
Interval
Part A
of Part B
In acted
Weight
m(psi)
Comments
Sidewinder set at 2800 rpm: Daylighting began near VM-I (now
ahandoned) almost immediately when injection began on this
interval. Pressure drapped to --10 psi after daylighting began.
22 - 23
15.0
15.0
40
8.87%
5.6
40
Throtdled back iri ecton rate to -2 gpm.
23 - 24
15.0
15.0
37
9,63%
5.6
j 40
Sidewinder set at 2800 rpm
ITOTALS1 2 30 30 75.82 9,23%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT la 1-40
METHOD OF INJECTION. OPT drilled to depth, then exposed intervals by pullin rods and infecting solution with osthve displacement piston pum
START TIMEJDATE 02101/2011 14:31
ENO TIMEIDATE 02/01/2011 16:05
15:00 - 02-01-2011 - Muted -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part D. and 94 pounds of Portland cement for 25-26 fool interval.
15:20 - 02-01-2011 - Mixed -8o gallon batch of solution with 30 pounds of Part A, 30 pounds of Part 8, and 188 pounds of Portland cement for 20-25 fool interval.
15:56 - 02-01-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B. and 94 pounds of Portland cement for 10-20 foot interval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Infected by
Rate
Pressure
Interval
Part A
of Part H
Infected
Weight
m
i
Comments
10 - 20
15
15
37.28
9.51'Y
3.0
50
Sidewinder set at 2800 Daylghfing continues adjacent to R
Sidewinder set at 2800 rpm; Daylighting continues adjacent to RW
20 - 25
30.0
1 30.0 1
76
1 9.37%
NRIMM
I NRIMM
1.
Sidewinder set at 2800 rpm. At 1& 15 daytighling began adjacent t
25 - 26
15.4
15.0
3H
9.76
3.5
80
RVV-1.
ITOTALS1 8 1 45 45 j 112.02 1 9.49%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-41
METHOD OF INJECTION: OPT drilled to de p1h. then exposed intervals by pullm rods and in ecti ng solution with positive displacement piston pump
START TIME/DATE 02/0112011 16:22
END TIMEIOATE 02/0212011 10:25
16:25 - 02-01-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Pan B, and 94 pounds of Portland cement for 24-25 foot interval.
16:45 - 02-01-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B, and 94 pounds of Portland cement for 23-24 foot Interval.
17.05 - 02-01-2011 - Mixed -40 gallon batch of solution with 15 pounds of part A. 15 pounds of Part B. and 94 pounds of Portland cement for 22-23 foot interval.
09:45 - 02-02-2011 - Mixed -40 gallon batch of solution With 15 pounds of Part A. 15 pounds of Part 8, and 94 pounds of Portland cement for 21-22 foot interval.
09:00 - 02-02-2011 - Mixed --40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 20-21 foot interval.
09:17 - 02-02-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portand cement for 19-20 foot interval.
09:24 - 02-02-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B. and 94 pounds of Portland cement for 18-19 foot interval.
09:30 - 02-02-2011 - Mixed -40 gallon batch of solution with 15 pounds of Parl A. 15 pounds of Part 8, and 94 pounds of Portland cement for 15-18 foot Interval.
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Sotution
Injected
Approximate
Concentration
of Solution
Inyected by
we' ht
Injection
Rate
m(psi)
Pressure
Comments
15 - 18
15,0
15.0
39
9.05%
1.75
40
Sidewinder set at 2800 rpm;
Day lahling continued at pad for VE-2.
18 - 19
15.0
15.0
37
9,67%
NRIMM
NRIMM
Sidewinder set at 2800 Trn: Began daylighting at pad for VE-2
19 - 20
15.0
15.0
36
9,78%
NRIMM
NRIMM
Sidewinder set at 2800 rpm
20 - 21
15.0
15.0
37
9.64%
5.0
45
Sidewinder set at 2800 Trn
21 - 22
15.0
16.0
40
8,87%
NRIMM
50
Sidewinder set at 2800 rpm
22 - 23
15.0
15.0
42
8,60%
3.3
50
Sidewinder "tat 2800 rpm
23 - 24
15.0
15.0
39
1 9.20%
3,3
5p
Sidewinder set at 2800 rpm
24 - 24
15.0
15.0
38
9.33%
3.6
50
Sidewinder sat at 2800 rpm
TOTALS 9 120 120 1 307.55 9.221,
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-42
METHOD OF INJECTION: D P T drilled to depth, then exposed intervals by pullingrods and injoChrig solution with positive displacement piston pvm
START TIMEIDATE 02/02/2011 10:30
END TIMVDATE 02/02/2011 1125
10:35 - 02-02-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement Tor 18-79 foot interval
11.00 - 02-02-2011 - Mixed -40 gallon batch of sotution with 15 pounds of Part A, 15 pounds of Part B. and 94 pounds of Portland cement for 10-18 fool interval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
to eCted
Weight
m
sl
Comments
10 - 14
10.5
10,5
27
9.27%
2.O
50
Sidewinder set at 2800 m; Daylighting slowed then stopped.
Sidewinder set at 2800 rpm; After daylrghting started several feet
14 - 16
4-6
4.5
11
8.271J.
2.0
60
away rods were idled to 14 feat. Day qhting slowed.
18 - 19
1KO
15.0
44
7.99%
4,0
65
Sidewinder set at 2800 rpm
TOTALS 1 9 1 30 1 30 1 83 1 8.58%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
909 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT 10 1-43
METHOD OF INJECTION: DPT drlted to depth. then exposed intervals by ull Ing rods and Injecting solution with posrtive dis Iacement p iston pum
START TIMEIDATE 02/02/2011 11:35
END TIME/DATE 0210212011 13:25
11:35 - 92-02-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B, and 94 pounds of Portland cement for 21-22 foot interval.
1140 - 02-02-2011 - Mixed --20 gallon hatch of solution with 7.5 pounds of Part A, 7,5 pounds of Part B, and 37 pounds of Portland cement for 5-21 foot interval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
pressure
Interval
Part A
of Part B
In
Weight
m(psi)
Comments
Sidewinder set at 2000 rpm; Rods were intiatially pulled to 15 feel,
but after daylighting continued, the rods were pulled to 5 feet.
5 - 21
7.5
7.5
20
K87%
NRIMM
40
Da ighting continued.
Sidewinder set at 2800 rpm; After injecting -14 gallons of solution,
21 - 22
15.0 1
15.0
37
1 9.60%
1 NR/MM
NRIMM
da li htin began -4 feet from injection point.
1TOTALSI 17 1 23 1 23 57 1 9.34%
NRIMM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT 10 1-44
METHOD OF INJECTION: ❑PT drilled to depth, then ex used intervals b putlrn rods and j pAecting solution anth positivo displacement piston um
'START TIMEIDATE D210212011 13-30
END TIMEIDATE 02/02/2011 13-55
13:30 - 02-02-2011 - Mixed -20 gallon batch of solution with 7.5 pounds of Part A, 7.5 pounds of Part 8, and 37.5 pounds of Portland cament for 5-15 foot inlerval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
PartA
of Part B
Injected
Weight
m(psi)
Comments
Sidewinder set at 2800 rpm; Rods were intiatially pulled to 14 feet.
but after daylighting started almost immadadely, rods were pulled to
9 feet and then 5 feet as daylightmg condnuedafter each pull.
5 - 15
7.5
7.5
20
8,87%
NR/MM
NRIMM
113aightingoccurred -5 feat from injection Point-
Point-
TOTALS10 1 7.5 1 7.5 1 20 1 8,870/
TOTALS1
NRiNM - NOT RECORDED OR NOT MEASURED

REGENOR INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT la 1-45
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and ircting solution with positive displacement piston pump
START TIMEJDATE 02/0212011 14:20
END TIMEIDATE 02/02/2011 15.05
14:20 - 02-02-2011 -Mixed -40 gallon batch of solu[ion with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 30-31 foot interval.
14:40 - 02-02-2011 - Mixed -40 gallon belch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 2 9-3 0 foot interval.
14:50 - 02-02-2011 -Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B, and 94 pounds of Portland cement for 25-29 foot interval.
Approximate
Concentraban
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Intacted by
Rate
Pressure
Interval
Part A
of Part B
Injacted
weight
m(psi)
Comments
Sidewinder set at 280a rpm; DaylighNng continued in front of SVE
25 - 29
15.o
15.0
37
9.69%
4
1 95
unit and P&T units.
Sidewinder set at 2800 rpm; Daylighling began in front of SVE unit
door. Daylighting worsened with time. Dylighting began in front of
29 - 30
15.0
1 15.0
1 38
9.24%
4A
90
P&T unit doors_
30 - 31
15.0
1 15.0
1 44
8.16%
4.1
90
Sidewinder set at 2800 rprrL
ITOTALS1 fi 1 45.0 1 45.0 1 118.5 L 8,980I
NRINM- NOT RECORCEO OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-46
METHOD OF INJECTION: D P T drilled to depth. then exposed intervals by p Lpll i og rods and i njectrnq solution with positive dis lacament piston pum
START TIME/DATE 02M212011 15:16
END TIME/DATE 02102/2011 16:20
15:20 - 02-02-201I -Mixed -40 gallon Latch of solution wkth 15 pounds of Part A. 15 pounds of Part S. and 94 pounds of Portland cement for 23-24 foot interval.
15:45 - 02-02-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 5-23 foot interval
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
(m(psi)
Comments
Sidewinder set at 2800 rpm. Daylighting continued under plastic
5 15
3.3
3.3
0
9,92%
NRIMM
NRIMM
AST, but at a rate slower than before.
Sidewinder set at 2800 rpm: Daylighting continued under plastic
15 - 22
6.3
6.3
15
9.92%
NRIMM
NRIMM
AST. Pulled rods to 5 feat.
Sidewinder set at 2800 rpm; Daytighting began to occur under
plastic AST. Daytighting was heavy apparently due to vigorous
22 - 23
5.4
5.4
13
9.92%
4
100
reaction with remediadon chemicals, Putled rods to 15 feet
Sidewinder set at 2800 rpm; Daylighting through 14$- Stopped
injection for 12 minutes to allow hole plug to swell more. After
23 - 24
15.0
15.0
38
9.38°I
4,0
90
k injection was re -started daylig htJ ng did not occur at 1-45
TOTALS 19 30.0 30.0 73.5 9.64%
NRrNM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
$09 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT IA 1-47
ME7H00 OF INJECTION DP 7 drilled to de th. then exposed intervals by pullingrods and PNertinq solution with posrttve displacement piston pump
START TIMEIDATE 02102/2011 16.30
END TIME/DATE 02fO3/2011 10:00
0905 - 02-03-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B, and 94 pounds of Portland cement for 23-24 foot interval.
0915 - 02-03-2011 - Mixed -40 gallon batch of sotution with 15 pounds of Part A, 15 pounds or Part B. and 94 pounds of Portland cement for 10-23 foot interval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
cf Part B
Injected
Weight
m(psi)
Comments
Sidewinder set at 2800 rpm; Initially pulled rods to 22 feet.
0ayiighting beneath plastic AST began immediately, Pulled rods to
20 feet and dayfightin9 continued; Pulled rods to 10 feet and
10 - 23
15.0
15.0
42
8.45%
NRIMM
NRIMM
da li htm a subsided somewhat.
23 - 24
15.0
15.0
37
1 9.51%c
3.8
1 80 1
Sidewinder set at 2800 rprn
ITOTALSI 14 1 30.0 30.0 1 79.2 1 8.96%
NRINM - NOT RECORDED OR NOT MEASURED

REGENO1t INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-48
METHOD OF INJECTION DPT drilled to depth. then exposed intervals by pullin rods and in*cling solution with positive displacement piston pump
START TIME/DATE 021a312011 10 15
END TWEIDATE 02/0312011 10'50
1015 - 02-03-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 10-15 foot interval.
Approximate
Concentration
Gatlonsof
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
In acted
We ht
m(psi)
Comments
10 - 14
5.8
5.8
18
8.77%
1.8
35
Sidewinder set at 2800 rpm
1Sidewindersetat2800rpm: Began dayhghting at comer of
14 - 15
9.2
9,2
25
8.77%
1.8
35
building.Pulled rods to 10 feet.
ITOTALS1 5 15.0 1 15.0 1 40.5 8.77%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO. NORTH CAROLINA
INJECTION POINT I❑ 1419
METHOD OF INJECTION DPT drilled to depth, then exposed intervals by pulling rods and inlecbng solution with positive displacement piston pump
START TIMEIDATE 02/03/2011 11:10
END TIMEfDATE 02403/2011 14:04
1110 - 02-03-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of pan B, and 94 pounds of Portland cement for 29-30 foot interval.
1160 - 02-03-2011 - Mixed --40 gallon batch of solution with 15 pounds of PartA, 15 pounds of Part B. and 94 pounds of PorlIand cement for 29-30 toot interval.
1340 - 02-03-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B, and 94 pounds of Portland cement for 29-30 foot interval.
Approximate
Concentration
Galleons of
of Solution
Infection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
In clad
Weight
m(psi)
Comments
15 - 20
15.0
15.0
38
9,40%
NRIMM
NRIMM
Sidewnder set at 2800 m; B n da i htin near MWAA.
i ew n er set a 2 rpm; a ig ting un er asticAS f
20 29
15.0
15.0
34
10.32%
1.8
35
subsided somevAid,
Sidewinder set at 2800 rpm, After -25 gallons infected, daylighting
29 - 30
15.0
15.0
42
8.48%h
1 2-0
1 NRIMM
Lbegan under antic AST.
TOTALS i5 45.0 45.0 113.9 9.34%
NRINM-NOT RECORDED OR NOT MEASURE❑

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
S09 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT IO 1-50
METHOD OF INJECTION: DPT dnlled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement pistori pump
START TIMeDATE 02/0312011 14:15
END TlME1DATE 02/03/2011 15:10
1415 - 02-03-2011 -Mixed -40 gallon balch of solution with 15 pounds of Part A. 15 pounds of Part B, and 94 pounds of Portland cement for 15-20 toot interval.
Approximate
Concentration
Gallopsof
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
PartA
of Part B
In acted
Weight
my
s1
Comments
Sidewinder set at 2800 rpm', Began daylighhng through 1-47;
Stopped injecting for 10 minutes to allow hole plug to seat 1-47.
15 - 20
15.0
15.0
39
9.11%
NRIMM
40
Coninued to dayl ight throw h 1-47.
ITOTALS1 5 15.0 15.0 39.0 9.11%
NR1NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO, WORTH CAROLINA
INJECTION POINT iD 1-51
METHOD OF INJECTION: OPT drilled to depth, then expo sed intervals by puIling rods and in ecti ng sdution with positive dis lacement pr5too pum
START TIME/DATE 02103/2011 14:15
END TIMEIDATE 02/03/2011 15:10
1415 - 02-43-2011 - Mixed -4 gallon batch of solution with 1.5 pounds of Part A. 1.5 pounds of Part B, and -B pounds of Panland cement for 11-12 foot interval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
m
sr
Comments
Sidewinder set at 2800 rpm; Began daylighting through 1-47;
Stopped injecting for 10 minutes to allow hole plug to seal 1-47.
11 - 12
1.5
1.5
4
6.54 %
2,3
40
Con inued to daylight th roug h 1-47; Moved off hole.
TOTALS 1 1.5 1.5 4.1 6.54%
NRINM- NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO. NORTH CAROLINA
INJECTION POINT ID 1-52
METHOD OF INJECTION: DPT drilled to de th, then exposed intervals by puilingrods and injecting solution with positive dis lacement piston pump
START TIMEIAATE 07JO312011 1600
ENO TIMEIDATE 02/04/2011 10:03
1415 - 02-03-2011 - Mixed -35 gallon batch of solution with 13.5 pounds of Part A. 13.5 pounds of Part B. and - 8 5 pounds of Portland cement for 28-29 foot interval.
1830 - 02-03-2n11 -Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement for 27-28 fool interval.
0045 - 02-04.2.011 -Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part D. and 94 pounds of Portland cement for 25-27 foot interval.
0930 - 02-04-2011 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B, and 94 pounds of Portland cement for 5-25 foot interval.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solulwn
fnlected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
m(psi)
Comments
Sidewinder set at 2800 rpm, Intially interval was set at 15-25, but
after daylighting continued, the rods were pulled to 5 feet.
Daylighfing continued at plastic AST and then began a few feet Tram
5 - 25
15.0
15.0
40
8.87%
NRIMM
NRIMM
injection point.
Sidewinder set at 2800 rpm; Began daylightng at VE-3 after
25 - 27
15.0
15,0
41
8.75%
NRIMM
80
n actin -25 alions into this rnlerval.
Sidewinder set at 2BOO rpm. Began daylighbng along edge of
pavement near P&T building, Began daylrghting beneath plastic
27 - 28
15.0
15.0
40
8.94%
NRIMM
NRIMM
AST
28 - 29
13.5
13.5
38
8.54%
2.0
40
Sidewinder set at 2800 rpm
TOTALS1 1 58.5 1 58.5 1 157,8 1 8.78%Y
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
609 TEAGUE STREET
GREENSBORO. NORTH CAROLINA
INJECTION POINT ID 1-53
METHOD OF INJECTION: ❑PT drilled to depth, then exposed intervals by pullirip rods and in ecti ng solution with p2sitive d ispi acement piston pum
START TIMEIDATE 0210412G11 10:25
END TIME/DATE 02104l2011 11:55
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part 8
Injected
Weight
m
(psi)
Comments
Sidewinder set at 2800 rpm; Interval initially set at 25-26. Began
daylightmg at VM-3 after injecting -7 gallons into 25-26 interval.
20 - 26
15.0
15.0
41
8.75%
NRIMM
NRIMM
Pulled rods to 20 feet and finished injectng batch,
26 - 27
15.0
15.0
37
9.569E
NRIMM
NRIMM
Sidevvindersetat2800rprlT
27 - 28
15.0
15.0
42
8.55%
4.3 1
45 1
Sidewinder set at 2804 rprrk
ITOTALS1 8 45.0 45.0 119.1 8,94°I
NRINM - NOT RECORDED OR NOT MEASURED

A Prolft ron81 bmrtetl Lidt-kry Company
January 23, 2011
Mr. Michael Rogers
NCDENR
UIC Program
Aquifer Protection Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh. NC 27699-1636
Via email michael.ro ers ncdenr. ov) and US Mail
Re- injection Event Summary L �` L `.
December 13 to 15, 2010
Application No. W10400140
ARAMARK Uniform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No. 5540
Dear Mr. Rogers:
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared this
correspondence for The Wetlands Company, LLC on behalf of ARAMARK Uniform &
Car r Apparel. LLC (ARAMARK). Nesco Environmental was at the referenced site for
the second of'three planned injection events during the period December 13, 2010 to
Dec mber'1 �2010. �
Nesco Environmental subcontracted Geologic Exploration Company of Statesvitle,
North Carolina to advance borings by direct -push technology (DPT), to mix REGENOX
solution, and inject REGENOX solution into the subsurface through the DPT borings.
Environmental and Geologic Services
PG Box 78222 Charlotte, NC 28271 + 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
RECEIVEL3�i7FNR�DVvur
Email [e-mail]-com
ARuifQr Pret�N,'�n fia�IDri
JAN 25 ��14

Mr. Michael Rogers
NCDENR
January 23. 2011
Page 2
Attached is a figure which shows the locations of the injection points. Also
attached are a REGENOX Injection Record Summary and a REGENQX Injection Record each
injection point.
Due to inclement weather (freezing rain) on the morning of December 1E, 2010,
GEX was not able to travel to the project site. Consequently. the second injection event
was terminated before the planned number of injection points was completed or the
planned mass of remediation chemicals was injected.
If additional information is necessary, or should you have any questions
concerning this project. please contact me at [phone].
Sincerely,
NESCQ ENVIRONMENTAL, P.L.L.0
Joseph P. Nestor, P.G., P.E.
President
cc: Sam Niemann - The Wetlands Company, LLC (via email)
Shuying Wang - NCDENR (via email)
JPy:;pn2G11ol23
RECEIVED I OENR I DWp
Aquifar arm,,mr--,r �-Mion
JAN 25 �01#

N
A RAMAR K M W-2 E EXISTING FENCE
EXISTING BUILDING
BUILDING Ml �V� -2A MW-2A EXISTING WATER TABLE WELL
O MW-26 EXISTING MONITORING WELL (NON -WATER TABLE)
VE-S aVE-3 EXISTING VAPOR EXTRACTION WELL
d VM-1 EXISTING VACUUM MONITORING PROBE
zo M W - 4 A� [-�B I IS RW- 1 EXISTING RECOVERY WELL
MW-3K
M W-3 B
'RW-1 (VE-1)
5 30 !:ET
SCF:E �'•a[
W-2 (VE-7)
X MW-2A ABANDONED WATER TABLE WELL
0 MW-28 ABANDONED MONITORING WELL (NON -WATER TABLE)
INJECTION POINT LOCATION (NOVEMBER 15-19. 2010)
7. INJECTION POINT LOCATION (OECEmBER 13-15. 2010)
FIGURE 1 Nzaim
INJECTION POINT
LOCATION MAP
ARAMARK UNIFORM &
CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NC
CEIVEU 1 DENR / DWQ
uifer PrOfPrtlon Sertion
JAN 25 2011

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-20
METHOD OF INJECTION: DPT drilled to depth. then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 12/13/2010 10.15
END TIME/DATE 12/13/2010 10:50
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
Began daylighting around pad for old RW-1 after injecting - 14
gallons into 10-15 foot interval. Pulled rods to 5 feet. Slowed
5 - 15
15
15
35
10.13%
5
NRIMM
pumping rate to -2.5 pm. Daylighting continued.
TOTALS
10 15
15
35
10.13%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-21
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and in eclinq solution with positive displacement piston pump
START TIME/DATE 12/13/2010 10:55
END TIME/DATE 12/13/2010 11:10
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
5 - 12
15
15
37
9,59%
2
NR1MM
Be an daylighting at corner of building after —15 gallons injected.
TOTALS
7
15
15
37
9.59%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-22
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by ullin rods and injecting solution with eositivtjLsklacement piston pump
START TIME/DATE 12/13/2010 11.15
,END TIME/DATE 12/13/2010 11.55
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
Began daylighting at 1-21 immediately after pumping intiated. Put
hole plug in 1-21 and continued pumping. Daylighlting contiued at i-
21, albeit not as bad as before. Began daylighting at corner of
5 - 14
15
15
35
9.71%
2
NR/MM
-building.
TOTALS
9
15
15
3E
9.71 %
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-23
METHOD OF INJECTION. DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 12/13/2010 12-00
END TIME/DATE 12/13/2010 14:40 MW
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
(pm)
Pressure
(psi)
Comments
5 - 10
15
15
36
9,93%
2.5
NRIMM
Began clayfighting around pad for RVV-1
10 - 15
15
15
38
9.35%
2.5
NRIMM
15 - 20
15
15
37
9.51%
2.5
NRIMM
20 - 23
15
15
37
9.61%
2.5
NRIMM
J
TOTALS
18
60
60
148
9.59%
1
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-24
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
START TIME/DATE 12/13/2010 14:45
END TIME/DATE 12113/201 D 15:40
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
{gpm]
Pressure
(psi)
Comments
15 - 20
15
15
3$
1 9,34%
2.0
1__NR/MM
jDaylightingcontinued at VM-1
20 - 27
30
30
75
9.47%
1 NRIMM
I NRIMM
After —73 gallons was injected, daylighting began at VM-1
IF
TOTALS
12
45
45
113
9.43%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-25
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
START TIME/DATE 12/13/2010 15A5
END TIME/DATE 12/13/2010 16 30
Interval
Pounds of
Part A
Pounds
of Part S
Gailons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
[gpm)
Pressure
(psi)
Comments
15 - 20
11.25
11.25
28
9.49%
20
NRIMM
Da l iahtiM continued at VM-1
20 - 27
18.75
18.75
52
8.61 %
NRIMM I
NRIMM
After —52 gallons was in ected, da li htin began at VM-1
J
TOTALS1
12 30 1
30 1
80
1 8.92%
1
111.171i•1re01:0r:7more] :Z9]amI010ON W11iLVilW-11610WaQ

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-26
METHOD OF INJECTION: ❑PT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 12/14/2010 09:00
END TIMEIDATE 12/14/2010 09:20
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
m(psi)
Comments
Began injecting into 10-16.5 foot interval. After —4 gallons injected,
daylighting began around pad for old RW-1. Pulled rods to 5 feet
and continued to inject. Daylighting continued. Stopped injecting
5 - 16.5
2.33
2.33
6
8.87%
NR/MM
NRIMM
after 6.22 gallons were injected.
TOTALS
11.5
1 2.33
2.33 6
8.87%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-27
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIMEIDATE 12/14/2010 09:25
END TIME/DATE 12/14/2010 10:29
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
m)(psi)
Pressure
Comments
5 - 10
1
1
4
6.33%
NRIMM
NRIMM
Continued daylighting around pad for RW-1
10 15
6.5
6.5
18
8.57%
NR/MM
NRIMM
Began da li htin around ad for RW-1
15 - 26
15
15
60
5.93%fl
NRIMM
NRIMM
26 - 27
15
15
19
18.81 %
NRIMM
NRIMM
27 - 28
12.67
12.67
31
9.51%
NRIMM
NRIMM
TOTALS
23
50.17
50.11
132
1 9.00%0
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-28
METHOD OF INJECTION. DPT drilled to depth, then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
START TIME/DATE 12/14/2010 10-30
END TIME/DATE 12/14/2010 10A0
NEEMEMNi
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
{gpmy
Pressure
(psi)
Comments
10 18
0.75
0.75
5
3.26%
NR/MM
NRIMM
18 19
6.75
6.75
18
8.65%
NRIMM
NRIMM
Began dayhghting at VM-1; Pulled rods to 15 feet and continued
pumping. Dayfighting continued at VM-1. Pulled rods to 10 feet.
19 - 20
7.5
7.5
16
10.96%
NRIMM
NRIMM
20 21
7.5
7.5
23
7.89%
NRIMM
NRIMM
21 - 22
7.5
7.5
17
10.61%
NRIMM
NRIMM
22 - 23
7.5
7.5
20
8.84%
NRIMM
NRIMM
23 - 24
7.5
7.5
17
10.70%
3
NRIMM
1TOTALSJ 14
37.50 1
37.50
1 92
9.64%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-29
METHOD OF INJECTION- DPT drilled to depth. then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
START TIME/DATE 12/14/2010 11,50
EN❑ TIME/DATE 12/14/2010 14,00
Approximate
Concentration
Gallons ❑f
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
12 - 17
5.3
5.3
13
9.95%
2
NRIMM
Began claylighting through cracks in asphalt near injection point.
After pumping -22 gallons, daylighting began at corner fencepost at
17 - 18
9.7
9.7
23
9.95%
NRIMM I
NRIMM
JAIltel site.
TOTALS
6
1 15.00
1 15.00
36
9.95%
NRIMM - NOT RECORDED ❑R NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-30
METHOD OF INJECTION: DPT drilled to depth. then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
START TIME/DATE 12/14/2010 14 A0
END TIME/DATE 12/14/2010 14.55
1420 - 12-14-2010 - Mixed —40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B, and 94 pounds of Portland cement.
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
Wpm)
(psi)
Comments
Daylighting stopped at original location between 1- 15 and 1-17 and
10 - 15
6.3
6.3
16A7
8.98%
2
NRIMM
then began at corner of building-
15 - 17
0.6
0.6
1.69
8.98%
2
NRIMM
Daylighting continued. Pulled rods to 10 feet.
17 - 18
0.6
0.6
1.52
8.98%
2
NRIMM
❑a Ii tin continued. Pulled rods to 15 feet.
Began dayiighting between 1-15 and 1-17 after 19.84 gallons
18 - 19
7.5
7.5
19.84
8.98%
NRIMM
NRIMM
injected. Pulled rods to 17 feet.
TOTALS
9
15
15
39.52
8.99%
mom
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-31
METHOD OF INJECTION: ❑PT drilled to depth. then exposed intervals by pullingrods and injectinginjecfing solution with positive displacement piston pump
START TIME/DATE 12/14/2010 15.00
END TIMEIDATE 12/15/201fl 11:25
1500 - 12-14-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part S, and 94 pounds of Portland cement.
1545 - 12-14-2010 - Mixed -40 gallon batch of solution with 15 pounds of PartA and 15 pounds of Part B (No Portland cement).
0840 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B. and 94 pounds of Portland cement.
1000 - 12-15-2010 - Mixed -50 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B. and 94 pounds of Portland cement.
Interval
Pounds of
PartA
Pounds
of Part 8
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
injection
Rate
(my(psi)
Pressure
Comments
5 13
4.2
42
13.5
7.39%
NRIMM
NRIMM
13 15
1.7
1.7
5.55
7.39%
NRIMM
NRIMM
15 17
3.1
3.1
9.95
7.39%
NRIMM
NRIMM
17 19
3.0
3.0
9.55
7.39%
NRIMM
NRIMM
Daylighting. continued near injection point. Pulled rods to 15 feet
19 20.5
3.0
3.0
9.55
7.39%
2.6
NRIMM
Began daylighting near injection point. Pulled rods to 17 feet.
20.5 22
8.9
8.9
31.76
6.66%
NRIMM
NRIMM
22 - 23
6.1
6.1
21.68
6.66°Ia
NRIMM
NRIMM
23 - 24
7.2
7.2
18.94
9.05%
2.0
1 NRIMM
Began dayiighting west of plastic AST but not as bad as previous
day. Then, dayligNjnq west of plastic AST stopped,
24 - 25
7.8
7.8
20.26
9.05%
2.0
1 NRIMM
25 - 26
7.2
7.2
19.18
8.87%
NRIMM
NRIMM
Began daylighting west of plastic AST after a total of 77.10 gallons
injected into 1-31. Quit for the day to allow grout to set up
overnight- A total of 82.79 gallons injected into 1-31 on 12-14-2010
26 - 27
7.8
7.8
2080.
8.87%
NRIMM
NRIMM
27 28
7.7
7.7
22.10
8.29°In
NRIMM
NRIMM
28 29
7.3
7.3
2071.
8.29%
1,75 1
NRIMM
TOTALS f 24 75 1 75 1 223.54 1 7,95%
NRIMM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-32
METHOD OF INJECTION: OPT drilled to depth. then exposed intervals by pu[lin rods and i njecting solution with positive dis lacemen! pistGn pum
START TIMEIDATE 12 I512010 11:30
END TIMEIDATE 12/1512010 16 25
1130 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part 8, and 94 pounds of Portland cement.
1215 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B, and 94 pounds of Portland cement.
1330 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement.
1353 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part 8, and 94 pounds of Portland cement.
1400 - 12-15-2010 - Mixed -55 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement.
1433 - 12-15-2010 - Mixed -45 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement.
1500 - 12-15-2010 - Mixed -45 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part B, and 94 pounds of Portland cement.
1505 - 12-15-2010 - Mixed -45 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part B. and 94 pounds of Portland cement.
1517 - 12-15-2010 - Mixed -45 gallon batch of solution wish 15 pounds of Part A, 15 pounds of Part 8, and 94 pounds of Portland camant.
1530 - 12-15-2010 - Mixed -45 gallon batch of solution with 15 pounds of Part A. 15 pounds of Part 8, and 94 pounds of Portland cement.
1545 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part 8, and 94 pounds of Portland cement.
1600 - 12-15-2010 - Mixed -40 gallon batch of solution with 15 pounds of Part A, 15 pounds of Part 8, and 94 pounds of Portland cement.
1607 - 12-15-2010 - Mixed -40 gallon batch of solution with 30 pounds of Part A. 30 pounds of Part 8, and 94 pounds of Portland cement.
Interval
Pounds of
Part A
Pounds
of Part 8
Gallons of
Solution
Injected
Approximate
Concentration
of Sd0on
injected by
Weight
Injection
Rate
m
Pressure
si
Comments
5 8
30
30
48.6
14.48%
NRIMM
NR/MM
8 - 9
7.8
7.8
21,0
8.76%
NRIMM
NRIMM
9 10
7.2
7.2
19.5
8.76%
NRIMM
NRIMM
10 - 11
5.5
5.5
13.2
9.76%
NRIMM
NRIMM
11 - 12
9.5
9.5
23.1
9.76%
NRIMM
NRIMM
12 - 13
7.2
7.2
20.1
8.51%
NRIMM
NRIMM
19 - 14
7.8
7.8
21.6
8.51%
NRIMM
NRIMM
14 - 15
15.0
15.0
43.6
8.14%
NRIMM
NRIMM
15 - 16
0.4
8.4
26.2
7.88%
NRIMM
NRIMM
16 - 17
1 6.6
6.6
19.9
7,88%
NRIMM
NRIMM
17 - 18
15.0
15.0
41.8
8.49%
NRIMM
NRIMM
18 - 19
8.5
8.5
24.6
8.23%
NRIMM
NRIMM
19 - 20
6.5
6.5
18.6
8,23%
NRIMM
NRIMM
20 - 21
6.7
6.7
17.2
9.15%
NRIMM
NRIMM
21 - 22
1.2
1.2
3.0
9.15%
4
NRIMM
22 - 23
6,5
6.5
7.2
8.93%
NRIMM
NRIMM
23 - 24
8.5
8.5
22.6
8,93%
NRIMM
NRIMM
24 - 25
5,9
5.9
116A
8.47%
NRIMM
NRIMM
25 - 26
9.1
1 9.1 1
25,54
8.47%
NRIMM
NRIMM
26 - 27
1 0
15.0
52.81
6,74%
NRIMM
NRIMM
27 - 28
7.9
7.9
24.40
7,70%
NRIMM
NRIMM
28 - 29
7.1
7.1
21.75
7.70%
NRIMM
NRJMM
TOTALS 24 203 203 541,65 8.86%
NRIMM - NOT RECORDED OR NOT MEASURED

PmMss�onri Ll"wWd LLadlilj C_U rPan,
December 12, 2010
Mr. Michael Rogers
NCDENR
UIC Program
Aquifer Protection Section
North Carolina DENR-DWG
1636 Mail Service Center
Raleigh, NC 27699-1636
Via email (michael,roQers(c-_Dncdenr gov) and US Mail
Re: Injection Event Summary
r �
Application No. W10400140
ARAMARK Uniform & Career Apparel, LLC
509 Teague Street
Greensboro, North Carolina
NCDENR Incident No. 5540
Dear Mr. Rogers:
Nesco Environmental, P.L.L.C. (Nesco Environmental) prepared this
correspondence for The Wetlands Company, LLC on behalf of ARAMARK Uniform &
Career Apparel, LLC (ARAMARK). Nesco Environmental was at the referenced site for
the first of three planned injection events during the period November 15, 2010 to
November 19, 2010.
Nesco Environmental subcontracted Geologic Exploration Company of Statesville,
North Carolina to advance borings by direct -push technology (DPT), to mix REGENOX
solution, and inject REGENOX solution into the subsurface through the DPT borings.
Environmental and Geolo is Services
P❑ Box 78222 Charlotte, NC 28271 + 2416 River Oaks Drive Waxhaw, NC 28173
Phone [phone] + Fax [phone]
Email [e-mail]

Mr. Michael Rogers
NCDENR
December 12, 2010
Page 2
Attached is a figure which shows the locations of the injection paints. Also
attached are a REGENOX Injection Record Summary and a REGENOX Injection Record each
injection point.
If additional information is necessary, or should you have any questions
concerning this project, please contact me at [phone].
Sincerely,
NESC❑ ENVIRONMENTAL, P.L.L.0
r
Joseph P. Nestor, P.G., P.E.
President
cc: Sam Niemann — The Wetlands Company, LLC (via email)
Shuying Wang — NCDENR (via email)
JPWljpn 20101212

0
ARAMARK MW-2B
_
EMSTwO FENCE
BUILDING M W-2A
[�
• Lew- 2A
Ex15TYiG BLRI.EMNG
ExISTRlG WATER TABLE WELL
O MW-29
ExrtwO ~O"c WELL (T10R-WATER TABLE)
VE-6
• VE-3
EMSTM VAPOR J:%MAC1x7H WELL
MW 4 MW-4A
4 VI,1- 1
Ex4TwG VACUUM I/ WORING PROBE
VE-4g
ORW—,
Exis„rrc RECOVERY WEu
VE—
x raw-2A
AB N00"ED WATER TABLE WELL
W-2 (VE-7)
VM-2
�( MW-28
ABANDONED MON"R■*G WELL (NON -WATER TABLE)
VE- VE-5
KXCTIOR MNI LoranpN (WVFMBER 15-19, 70101
VM-1
=
':'<RW-1 (VE-1)
M W-3
MW-3B
FIGURE 4
INJECTION POINT
LOCATION MAP
ARAMARK UNIFORM &
CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO,NC

REGENOX INJECTION RECORD SUMMARY
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION
POINT
POUNDS
OF PART
A
POUNDS
❑F PART
6
GALLONS OF
SOLLTION
INJECTE❑
APPROXIMAIE
CONCENTRATION
❑F SOLUTION
INJECTED BY
WEIGHT
1-1
12❑
120
170
16.52%
1-2
120
120
295
9.61%
1-3
30
30
73
9.70%
1-4
30
30
85
8.38%
1-5
30
30
67
10.63%
1-6
120
120
275
10.29%
1-7
150
150
202
17.32%
1-8
120
120
351
8.10%
1-9
90
90
184
11.52%
1-10
253
253
405
14.66%
1-11
30
30
88
8.03%
1-12
60
60
135
10,49%
1-13
179
179
234
17.87%
1-14
300
300
203
33.79%
1-15
60
60
60
23.17%
1-16
120
120
100
27.63%
1-17
120
120
100
27.63%
1-18
180
180
247
17.02%
1-19
120
120
182
15.45%
MW4A
78
78
130
14.09%
TOTAL
2,310
2,310
3,586
15,10%

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-1
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
START TIME/DATE 11/15/2010 11:30
END TIME/DATE 11/15/2010 12:38
Interval
Pounds of
Part A
Pounds of
Part i3
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
(pm)
Pressure
psi
Comments
5 - 1 D
30
30
42
16.71 %
9.00
NR/NM
Daylighting began through cracks in asphalt and outside fence.
10 - 15
30
30
42
16.71 %
9.25
NRINM
15 - 20
30
30
43
16.33%
6.25
NRINM
20 - 25
30
30
43
16.33%
6.50
NRINM
ITOTALS1
20 1
120 1
120
1 170
1 16.52%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-2
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/15/2010 13:30
END TIME/DATE 11/15/2010 15:30
Interval
Pounds of
Part A
pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
m
Pressure
(psi)
Comments
5 - 10
30
30
73
9.74%
8.50
60
10 - 15
30
30
69
10.34%
&00
50
15 - 20
30
30
73
9,65%
8.00
50
20 - 23
30
30
81
8.82%
9.00
85
TOTALS
18
120
120
295.19
9.61 °/o
NR1NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAkEER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-3
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/15/2010 16:15
END TIME/DATE 11/15/2010 16:40
Approximate
Concentration
Gallons of
of Salutian
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
pm
(psi)
Comments
10 - 15
30
30
73
9.70°/a
9.00
1 90
JDaylighted around 2ad for old RW-1
J
1TOTALS1
5
1 30 1
30
1 73.04
1 9.70%
1
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ I-4
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/15/2010 16:45
END TIME/DATE 11/16/2010 08:55
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
pm)
Pressure
(psi)
Comments
5 - 10
15
15
35
10.21 %
t 8.00
60
10 - 14
15
15
50
7.11 %
1 8.50
80
TOTALS1 9
1 30
1 30
1 84.7
1 8.38%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
NJECTION POINT ID 1-5
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pulling rods and injecting solution with positive displacement piston pump
7TART TIME/DATE 11/16/2010 09:00
-_ND TIME/DATE 11/16/2010 09:40
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
In ected
Weight
pm)(psi)
Comments
Began by injecting into 15-21 foot interval. Daylighting began
around pad for ❑ld RW-1 after 44 gallons injected while injecting
into 15-21 foot interval. Reduced flow rate to 4 gpm at 25 psi but
daylinghting continued. Pulled rods to 5 feet and injected the
15 - 21
30
30
67
10.63%
9.00
90
remainder onf the batch into 1-5.
ITOTALS1
6
30
30 67
10.63%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID I-6
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/16/2010 09:45
END TIME/DATE 11/16/2010 11 A0
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
(gpm)
Pressure
(psi)
Comments
5 - 10
30
30
49
14.37%
3.00
20
10 - 15
30
30
72
9.85%
5.00
50
Began daylighIting around old RW-1 pad and around fence post.
15 - 20
30
30
78
9.12%
5.00
50
20 - 26
30
30
77
9.27%
5.00
50
TOTALS
21
120
120
275
10.29%
1 J
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-7
METHOD OF INJECTION: OPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/16/2010 12:45
END TIMEIDATE 11/16/2010 14:40
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
5 - 25
120
120
127
21.96%
3.25
15
Da I hted around pad for VE-2.
Daylghted around pad for VM-1 at end of injection for this interval.
25 - 29
30
30
76
9.39%
6.00
50
Pulled rods to 5 feet.
TOTALS
24
150
150
202 17.326/6
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
+509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-8
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/16/2010 14:45
END TIME/DATE 11/17/2010 09:25
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
(gpm)
Pressure
(psi)
Comments
5 10
30
30
76
9.37%
6.50
40
10 15
30
30
102
6.94%
5.00
NR/NM
15 - 20
30
30
91
7.83%
4.00
30
20 - 25
30
30
82
8.66%
4.00
35
TOTALS
20
120
120
351
8.10%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-9
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and in ecting solution with positive displacement piston pump
START TIME/DATE 11/17/2010 0930
END TIME/DATE 11/17/2010 11:00
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
1 Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
Daylighting continued around pad for RW-1. Throttled pumping
5 - 15
30
30
43
16.50%
4.00
20
ra to back to 3 gpm.
15 - 20
30
30
73
9.67%
4.50
20
Daylighting continued around pad for RW-1. Pulled rods to 5 feet.
20 - 23
30
30
68
10.37%
5.00
20
Da li hted around pad for RW-1.
ITOTALS1 18
1 90
1 90 1 184
1 11.52%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-10
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and idecting solution with positive displacement piston pump
START TIMEIDATE 11/17/2010 10:25
END TIME/DATE 11/17/2010 15:30
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
(g m)
Pressure
(psi)
Comments
5 - 10
39
39
77
11.94%
3.00
NR/MM
10 - 15
39
39
77
11.98%
3.00
NRIMM
15 - 20
58
58
82
16.54%
3.00
NRIMM
20 - 25
58
58
79
17.17%
3.00
NRIMM
25 - 32
59
59
90
15.32°Ia
3.20
NRIMM
TOTALS
27
1 253
1 253 1 405
1 14.66°Io
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-11
METHOD OF INJECTION. ❑PT drilled to depth, then exposed intervals by pulling rods and in ectin solution withpositive displacement piston pump
START TIME/DATE 11/17/2010 11:05
END TIME/DATE 11/17/2010 12:20
Mod
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
mate
Pressure
Interval
Part A
of Part B
Injected
Weight
(gpm)
(psi)
Comments
Daylighting continued around pad for RW-1, then it stopped at pad
5 - 20
1 15
1 15
55
6.53%
1 0.60
1 NR/NM
Ifor RW-1 and started at VM-1.
20 - 25
1 15
1 15
34
10.43°/0
3.00
20
jDaylighted around pad for RW-1. Pulled rods to 5 feet.
TOTALS
1 20
1 30
1 30
88 8.03%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-12
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by polling rods and injecting solution with positive displacement piston pump
START TIMEIDATE 11/17/2010 16:20
END TIME/DATE 11/17/2010 17:05
Interval
Pounds of
Pail A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
(gpm)
Pressure
(psi)
Comments
10 - 15
30
30
75
9.451Io
NR/MM
NRIMM
Daylighting began around builcing foundation. Stopped injecting.
15 - 18
30
30
60
11.78%
NRIMM
NRIMM
TOTALS1
$
1 60
1 60
1 135
1 10,49%
NRJNM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-13
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and in ecting solution with positive displacement piston pump
START TIME/DATE 11/17/2010 16:23
END TIMEIDATE 11/18/2010 10:35
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
Injected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
tgpmj
Pressure
(psi)
Comments
5 - 10
30
30
35.65
19,60%
3.00
NRIMM
10 - 15
30
30
42.67
16.45%
3.00
NRIMM
15 - 20
30
30
44.27
15.87%
3.00
NRIMM
Daylighting around pad for VE-3
20 - 25
45
45
40.60
25.60%
4.00
45
Daylighting behind P&T equipment building. Reduce pumping rate
to 3 gpm.
25 - 29
44
44
70.69
14.60%
NRIMM
NRIMM
Batch includes leftover material from 1-12 which was not injected at
1-12 due to daylighting issue at building foundation.
TOTALS
24 179
179
1 233.88
17.87%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-14
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/18/2010 10:45
END TIME/DATE 11/18/2010 12:50
Interval
Pounds of
Part A
Pounds
of Part B
Gallons of
Solution
In ected
Approximate
Concentration
of Solution
Injected by
Weight
Injection
Rate
pm)
Pressure
(psi)
Comments
5 - 15
120
120
53.55
49.92°I6
5.00
NR/MM
15 - 25
120
120
73.46
37.09%
NRIMM
NRIMM
25 - 29
60
60
75.57
18.52%
NRIMM
NRIMM
Flow meter not registering.
ITOTALS1
24
1 300
1 300
1 202.58
1 33.79%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ I-15
METHOD OF INJECTION: ❑PT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/18/2010 12:55
END TIME/DATE 11/18/2010 13:15
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part R
Injected
Weight
(gpm)
(psi)
Comments
I
Dayligthing around building foundation. Decided not to inject more
15 - 22
60
60
60
23.17%
1 NRINM
NR/NM linto
this DPT boring.
TOTALS
7 1
60
1 60
60 1 23.17%
NRINM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-16
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/18/2010 14:15
END TIME/DATE 11/18/2010 15:20
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
pm)
(psi)
Comments
5 - 20
60
60
50
27.63%
3.00
NRIMM
Daylighted along building foundation behind plastic AST. Pulled
20 - 25
60
60
50
27.63%
3.00
NRIMM
rods to 5 feet.
TOTALS1
20
1 120
1 120
100
1 27.63%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT I❑ 1-17
METHOD OF INJECTION: ❑PT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/18/2010 15:25
END TIME/DATE 11/18/2010 16:40
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part E
Injected
Weight
pm)
(psi)
Comments
5 - 20
60
60
50
27.63%
NR/MM
Daylighted around pad for VE-3. Then daylighting a few feet from I-
17 and then at foundation at corner of boiler room. Pulled rods to 5
20 - 29
60
60
50
27.63%
NRIMM
feet.
TOTALS1
24 1
120
1 120
1 100
1 27,63%
NR/NM - NOT RECORDED OR NOT MEASURED

REGENOX INJECTION RECOR❑
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-18
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingroofs and injecting solution with positive displacement piston pump
START TIME/DATE 11/18/2010 16:45
END TIME/DATE 11/19/2010 10:00
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
Injected
Weight
( pm)
(psi)
Comments
Began daylighting in front of building with P&T equipment. Began
5 - 10
30
30
30
23.24%
NRIMM
NRIMM
daylighting a few feet from 1-18.
10 - 20
60
60
58
24.06%
NRIMM
NRIMM
Began daylighting along fence post while injecting 15 to 20 foot
20 - 23
90
90
160
13.26%
NRIMM
NRIMM
TOTALS
18
180
180
247
17.02%
NR/NM - NOT RECORDED OR NOT MEASURE❑
CALCULATION OF CONCENTRATION OF SOLUTION ASSUMES THAT THE DENSITY OF SOLUTION IS THAT OF WATER AND RESULTS IN A VALUE
SOMEWHAT HIGHER THAN ACTUAL CONCENTRATION.

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID 1-18
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/1912010 10:00
END TIME/DATE 11/19/2010 12:00
Approximate
Concentration
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Interval
Part A
of Part B
In ected
Weight
(gpm)
(psi)
Comments
5 - 10
30
30
50
14.09%
2
NRIMM
Continued daylighting near plastic AST.
15 - 25
30
30
66
10.72%
NRIMM
NRIMM
Continued daylighting near plastic AST.
Began daylighting in front of building with SVE equipment. Began
25 - 28
60
60
66
21 A 3%
NRIMM
NRIMM
daylighting near plastic AST.
ITOTALS1
23
1 120 1
120
1 182
1 15.45%
NR/NM - NOT RECORDED ❑R NOT MEASURED

REGENOX INJECTION RECORD
ARAMARK UNIFORM CAREER APPAREL, LLC
509 TEAGUE STREET
GREENSBORO, NORTH CAROLINA
INJECTION POINT ID MW-4A
METHOD OF INJECTION: DPT drilled to depth, then exposed intervals by pullingrods and injecting solution with positive displacement piston pump
START TIME/DATE 11/17/2010 15:20
END TIME/DATE 11/17/2010 15:50
Approximate
Concentration
F71nterval
Gallons of
of Solution
Injection
Pounds of
Pounds
Solution
Injected by
Rate
Pressure
Part A
of Part B
Injected
Weight
m
si
Comments
Well cap ruptured after pumping approximately 130 gallons into
20 - 30
78
78
130
14.09%
5
50
well.
TOTALS1
10
1 7$
1 78
1 130
1 14,09%
NRINM - NOT RECORDED OR NOT MEASURED

Rogers, Michael
From: Joseph P. Nestor [[e-mail]
Sent: Sunday, December 12, 2010 10:49 PM
To: Rogers, Michael
Cc: Wang, Shuying; 'Sam Niemann'
Subject: ARAMARK - GREENSBORO - Application No. W 10400140 - iNJECTION SUMMARY
Attachments: 2010-12-12 - Injection Event Summary - November 15 to 19, 2010.pdf
Mr. Rogers:
Attached is a summary of the first of three planned injection events which took place during the period November 15 to
19, 2010 at the referenced location.
I will forward hard copies to you and Ms. Wang as well.
Joseph P. Nestor, P.G., P.E.
Nesco Environmental, P.L.L.C.
PO Box 78222
Charlotte, North Carolina 28271
704 442 1365 (Work)
704 737 4046 (Mobile)
ne scoen vA ca rol i na. rr. cam

51 Final Project Evaluation (FPE) Checklist
Permittee/Applicant: n
Permit No.: WI 0 6 Dry O S --
Reviewer, 5 it -n sic _ 5,h
Date: 11 2-2 0
1. Permit issued date: Z d 3 126 10 Expiration date: 7Z 3! 2 0 12-
2. BIMS: Check to see if there is a current renewal Application for this permit number under
review or newer permit issued (search by facility address). If this is case, no FPE is needed at
this time.
3. Intent of Permittee for this site (i.e., permit complete and no further injection activities planed,
future injection activities are planned, permit to be renewed,
etc.):
4. FPE or equivalent received? N Date rec'd:
sent: . Date received:
S. Proposed monitoring reports received for most part?
. If FPE or AI is needed, date
6. Proposed sampling frequency complied with (e.g, monitored for 4 quarters)?
7. Proposed parameters analyzed?
8. Any clear evidence of daughter products? If evident, RD may want to review.
9. GW-1s or equivalent received? Date: `As Built' well construction info
entered into RIMS? ; Date:
10. Status of injection wells (i.e., active- to be use as monitoring wells, abandoned,
etc.}
11. If abandoned, GW-30s Records received? Date: Status entered/changed into
BIMS? Date:
12. (Note- if we have not received GW-1 s130s for DPT wel Is, and obtaining these records is
problematic, injection well status forms (GW-68) may suffice. Bottom line, we need some
kind of a retard, even a -mail from the Permitteelconsultant, with info on when the well points
were plugged.)
13. Any outstanding NOVs in BIMS?
14. Completion Letter Sent date
Notes:
BIMS updated -'Permit Completed'
Revised 9-20-2016