WI0300132_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality _
Charles Wakild, P. E. a PDe F:�emanr
Director �� --' �' I�
--� Secretary i
ij
11:2)
July 7, 2012
Petitioner For DSCA Site #60-0028
c/o ATC Associates, Inc.
2725 East Millbrook Road, Suite 121
Raleigh, North Carolina 27604
Subject: Completion of 5I Injection Well Permit WI0300132
ATC Associates, Inc.
Mecklenburg County
Dear ATC Associates:
R
LILT JUL 2 4 2012
pl+VG2 - Aquifer Protection
On April 9, 2012 the Aquifer Protection Section received your Final Project Evaluation for
injection activities conducted under your permit referenced above. This report completes the
monitoring and compliance reporting requirements of your permit. Staff from the Mooresville
Regional Office confirmed that there are no outstanding reporting, compliance, or enforcement
issues associated with your permit. Any other compliance monitoring or reporting requirements
of any other regulatory programs shall continue as needed.
If you wish to conduct future injection operations you must first apply for and receive a new
injection well permit. Operating an injection well without a valid permit could result in a civil
penalty of up to $25,000 per day. Please contact Eric G. Smith by phone at 919-807-6407 or by
email at [e-mail] or Debra Watts by phone at 919-807-.6338 or by email at
[e-mail] if you have any questions.
Best Regards,
Eric G. Smith, P.G.
Hydrogeologist
cc: d civait Cff4.2a1VIRG-RegiTona211O:f�f
Alan Chapman — DSCA—DwM
WI0300132 Permit File
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwateroualitv.orq
An Equal Opportunity \ Affirmative Action Employer
NorthCarolina
@tutallj

Injection Evaluation Report
Injection Well Permit #WI0300132
Sharon Cleaners
4724 Sharon Road
Charlotte, Mecklenburg County, North Carolina
ATC Project No. 45.34341.6028
DSCA Site No. 60-0028

TC
ASSOCIATES INC.
March 26, 2012
Mr. Thomas Slusser
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section-UIC Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
RE:
Injection Evaluation Report
Injection Well Permit #WI0300132
Sharon Cleaners
4724 Sharon Road
Charlotte, Mecklenburg County, North Carolina
ATC Project No. 45.34341.6028
DSCA Site No. 60-0028
Dear Mr. Slusser:
2725 E. Millbrook Road, Suite 121
Raleigh, North Carolina 27604
Phone [phone]
Fax [phone]
www.atcassociates.com
ATC Associates of North Carolina, P.C. (ATC) is pleased to submit this Injection Evaluation
Report to document the results of injection activities completed to remediate impacted
groundwater at the above referenced site. The following sections document background
information, injection activities, pre -injection and post -injection groundwater analytical data, and
ATC's conclusions. ATC is also enclosing two reports which further document sampling events
conducted between September 2009 and August 2011.
1.0 BACKGROUND
The site property is located at 4724 Sharon Road in Charlotte, North Carolina. The property is
owned by Center Properties SP, LLC and currently is occupied by Elite Cleaners, a dry cleaning
drop-off/pick-up only station. Dry cleaning operations were performed on -site from
approximately 1993 to 1998. A Phase II Environmental Site Assessment was performed by Hart
& Hickman, P.C. on May 31, 2001. Soil and groundwater samples collected during the Phase II
indicate evidence of a drycleaning solvent release. In 2005, property owner petitioned for
acceptance of the site into the North Carolina Drycleaning Solvent Cleanup Act (DSCA)
Program.. ATC began work at the site in 2007 under contract to the DSCA Program.
Assessment activities completed by ATC indicated a plume of impacted groundwater extending
from the site property approximately 1,000 feet downgradient to the west-northwest.
In August 2009, ATC submitted an injection permit application to the Underground Injection
Control (UIC) Group of the Aquifer Protection Section. The application proposed an injection of
Anaerobic Biochem (ABC) plus Zero Valent Iron (ZVI), also known as ABC+, to reduce

Sharon Cleaners (Permit No.WI0300132)
4724 Sharon Road, Charlotte, NC
March 26, 2012
Page 2 of 4
contaminant concentrations in the source area on the site property. In response, Injection Permit
#WI0300132 was issued.
Originally, ATC planned to perform injection into eight borings during one injection event.
However, per ATCs communications with the UIC Program, the injection was later split into two
events. The first event was performed in October 2009 and included four injection borings
around MW-1. The second event was performed in October 2010 and included five injection
borings around MW-18. This report documents the both injection events performed by ATC.
2.0 FIELD ACTIVITIES
2.1 Pre -Injection Sampling
A pre -injection sampling event was conducted on September 17, 2009. Per the requirements of
the injection peiinit, the sampling included collection of groundwater samples from monitoring
wells MW-1, MW-2, MW-3, MW-4S, MW-5S, and MW-15BR. ATC also attempted to sample
well MW-11 but this well was found to be dry. The samples were collected in laboratory -
provided sample containers following EPA guidelines for low flow sampling. Field
measurements of temperature, dissolved oxygen, oxidation-reduction potential (ORP), pH, and
specific conductivity were collected using a calibrated water quality meter to assure
representative formation water was collected. Ferrous iron was also measured in the field using
a Hach Test Kit. The samples were then entered into chain -of -custody, placed in an ice filled
cooler, and shipped to Southern Petroleum Laboratories, Inc. (SPL) for analysis of volatile
organic compounds (VOCs) by EPA Method 8260B and total organic carbon (TOC) by Standard
Method 5310B. A summary of groundwater analytical data specifically related to the injection
permit requirements is presented in Table 1. Monitoring well locations are shown on Figure 1.
Refer to the separate Assessment Report dated December 17, 2010, for the laboratory analytical
reports, groundwater elevation contour maps, and contaminant isoconcentration contour maps.
2.2 Injection Activities
Redox Tech, the manufacturer of ABC+, performed both injection events with supervision by
ATC staff. The first injection event was performed between September 28 and October 1, 2009.
Four temporary direct -push injection points were advanced in the area of MW-1. Approximately
3,050 gallons of 7 to 9 percent ABC solution and 170 pounds of ZVI were injected into the
direct -push points. The second injection event was performed between October 6 and October 8,
2010. Five temporary direct -push injection points which were advanced in the area of well MW-
18. Four injection points were planned, but the fifth point was located adjacent to one of the
original four injection points to correct for day lighting issues. Approximately 3,006 gallons of
approximately 10 and 13 percent ABC solution and 1,923 pounds of ZVI were injected into the
direct -push points. Field summary reports are included in Appendix A. Injection point locations
are shown on Figure 2.

Sharon Cleaners (Permit No.WI0300132)
4724 Sharon Road, Charlotte, NC
March 26, 2012
Page 3 of 4
2.3 Post -Injection Sampling
The injection permit originally required sampling of MW-1, MW-2, MW-3, MW-4S, MW-5S,
MW-11, and MW-15BR two weeks after the injection, one month after the injection, then
quarterly for one year. On August 25, 2010, ATC obtained approval from the UIC Program to
reduce the post -injection monitoring to include quarterly sampling for one year (with no
sampling two weeks and one month after injection). Per the approved schedule, ATC performed
post -injection sampling events on October 13, 2009, November 5, 2009, February 25 through
March 5, 2010, July 20, 2010, November 10 through December 29, 2010, February 28 through
March 1, 2011, May 23 through 24, 2011 and August 22, 2011. During each event, ATC
attempted to sample monitoring wells MW-1, MW-2, MW-3, MW-4S, MW-5S, MW-11, and
MW-15BR. However, monitoring well MW-11 could not be sampled during several events
because it was dry. Monitoring wells MW-17 and MW-18 were installed in the injection area in
February and March 2010. Sampling of these wells is not required by the injection permit, but
the wells are located in the injection area and were incorporated into the sampling schedule.
During each sampling event, field measurements of temperature, dissolved oxygen, ORP, pH and
specific conductivity were collected using a calibrated water quality meter to assure sampling of
representative formation water. Ferrous iron was also measured in the field using a Hach Test
Kit. The samples were then entered into chain -of -custody, placed in an ice filled cooler, and
shipped to SPL for analysis of VOCs by EPA Method 8260B and TOC by Standard Method
5310B. A summary of groundwater analytical data specifically related to the injection permit
requirements is presented in Table 1. Monitoring well locations are shown on Figure 1.
Concentration versus time graphs are included in Appendix B.
Refer to the separate Assessment Report dated December 17, 2010, and Groundwater Monitoring
Report dated March 26, 2012 for the laboratory analytical reports, groundwater elevation contour
maps, and contaminant isoconcentration contour maps.
3.0 INJECTION EFFECTIVENESS EVALUATION
Data collected from pre and post -injection monitoring activities suggest that the injection was
effective in significantly reducing tetrachloroethylene (PCE) concentrations in the injection area.
The injection activities were targeted around source area wells MW-1 and MW-18. Following is
a summary of PCE concentrations pre and post -injection for these wells:
• MW-1 - Reduction in PCE concentrations from 4.9 milligrams per liter (mg/L) to 0.027
mg/L
• MW-18 - Reduction in PCE concentrations from 7.3 mg/L to 0.012 mg/L
Sampling of monitoring wells located nearby upgradient and downgradient of the immediate
injection area showed no significant variations in PCE concentrations before and after injection,
with the exception of monitoring well MW-17. PCE concentrations in well MW-17 decreased
from 2.6 mg/L prior to the second injection to 0.77 mg/L during the most recent sampling.

Sharon Cleaners (Permit No.WI0300132)
4724 Sharon Road, Charlotte, NC
March 26, 2012
Page 4 of 4
Some increases in the concentrations of breakdown products (trichloroethylene, cis-1,2-
dichloroethylene, and vinyl chloride) were observed following injection both in the source area
wells and surrounding wells. ATC is hopeful that these concentrations will continue to reduce
over time due to biological reductive dechlorination.
If you have any questions or require any additional information, please contact us at (919) 871-
0999.
Sincerely,
ATC Associates of North Carolina, P.C.
Steven M. Aldis, P.G.
Project Manager
NC Professional Geologist #1900
Genna K. Olson, P.G.
Program Manager
NC Professional Geologist #1660
Attachments: Table 1 — Pre and Post -Injection Groundwater Analytical Data
Figure 1 — Site Map
Figure 2 — Injection Point Location Map
Appendix A — Injection Summary
Appendix B — Concentration Versus Time Graphs
cc: Mr. Al Chapmen — NCDENR DSCA Program

TABLES

w
N
Groundwater Sampling Point
a
th
O
z
o
O
Table 1: Pre and Post -Injection Groundwater Analytical Data
.
E
6,
i
i
5—
ii
Sampling Date (mm/dd/yy)
Post -Injection #2
n,
Post -Injection #2
Post -Injection #1
Post -Injection #1
a
N
N
Post -Injection #2
o
`�,
N
Post -injection #1
Post -Injection #1
Post -Injection #1
Post -Injection #1
Pre -Injection #1
Post -Injection #2
N
2
0
R
Post -Injection #1
Post -Injection #1
Post -Injection 41
0
?
e
2
Timcframe
w
•le'
..
w
w
El
Piu
,
1
O
o
v
..
a
..;
Temachloroethylene
o
C
8
ti
Trichloroethylene
o
s-1,2-Dichlorocthylene
IAAAAA
�.
U
U
�'
o
v
a
v
�.
�'
o
Hans-1.2-Dichloroethylem
A
v
..•
v
v
ov
v.
F.1
0
o
v
�.
�,
v
v
v.
v'
...
•-.
...
>
0
,-,
o'
a
1,1-Dichlorocthylene
1
.o
o
v
v
v,
v
�,
v
v
v
1
o
v
v�
v
�•
v
�•
...
�•
1
c
m
o
v
w
v
..•
k.•
Vinyl chloride
�•
v
v
v
v
v
v
v
1
o
VIv.
v
s
v
v
v
a
�^
v
�.
1v
F.v
Benzene
_
$
Chloroform
1
0
,.•
s
v
v
v
v
1
o
v
v
v
,.�
v
v
v
v
1
o
v
o
Q
o
c
,.•
.•
v
`^
...
Ethylbenzoo
1
o
...
v
..•
v
v
v
v
v
1
0'
v
v
v
�.•
s
v
v
v
1
0
`
`
v
v
v
o•
v
v
Naphthalene
v
v
v
,..
L.
�.•
,.•
1
.
v
v
�.•
v
v
v
�.•
v'
o
v
�,
v
..
s
,
v
v
Toluene
v
o
.A
v
v
o
v.v
'
o
v
v
o
v
v
o
v
v
'
o
~
v
v
V1
o
v.
v
Xylencs (total)
4LI
P
Acetone
'
1
o
.o•
�•
a
1
1
v
U
�•'
0
0
S
�•
U
�•
Chloromethane
v
v
v
v
..•
v
v
v
v
v
�•
1
o
S
v
o
8
v
v
v
v
Q.
Mcthylone chloride
1
o
0
0
0
..
.-
.-
o
0
1
o
..
...
,.
o
o
�'
o
v
o
a
N
v
4
0
2-Butanone
'
1
o
�•
`
a
,..
i.2
N
N
a
a
N
a
it
0
Total organic carbon
(Toe)
v
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N
..•
o
v
_
i".i,.
r3
o
o
a
N
�'
'a
a
w
If
w
„
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111
v
j
w
w
w
p
Ferrous Iron
Z
a
Z
a
z
a
z
a
2
a
z
a
Z
a
z
a
z
a
z
a
z
a
Z
a
z
a
L
a
z
a
Total Iron
c.
—
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a
>
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4
c.
v
w
w
—
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< Potential (ORP)
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=`
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3w Conductivity
.-
a
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4
..,
w
oe
U.
N
v
.-
w
,-
o PH
v.
n Temperature

Groundwater Sampling Point
Table I: Pre and Post -Injection Groundwater Analytical Data
a
s
,,
_
a
a_
-
5
a,
o
a
' N
s
R
a
s
8
w
Sampling Date (mm/dd/YY)
Post-Injcclion 42
Post -Injection 42
o
5
Post, Injection #2
°
o
5
Post -Injection 41
o
•-,
R
Pori -Injection #2
Post -Injection 42
o
g'
-o
5
g
Post-Injection#l..
0
5
0
5
R
0
5
Pre -Injection # 1 .1
0
5
-o
'
Post -Injection 42
0
0
5
Post -Injection #1
0-
5
o
B'
-'O
B
a.
TimeCmme
Not sampled - Dry
0
V
P
$
-
z
w
.z
P
6
z
a.
Not sampled Dry -
•
— - - Not sampled - Dry
u
N
e
J
R
v
o
o
0
0
..
0
0
Tetrachloroethylene
0
Sr;
o
Si
A
o
w
e
w
o
+-
a
o
...
v.
pN
,
c
v
PPggee
=
Trichlorocthylene
a,
a
.n
a
H
a
4
-
A
4
4
4
L.4
a
e
$ si._
w
a
v.8028
cis-1;2-Dichloroeth.9cne
A
v,
A
a
A
,,.
A
a
A
a
A
a
A
a.
A
a,
A
�.
A
a
A
a
A
a
A
a
o
8
4
0
u
o
8
A
ca
A
v,
A
-
c
vans-I,2-Dichloroethylenc
88
u
S
88
o
6
A
a
6
u
a
A
A
o
88
6
U
o
$
a
A
A
o
a
0
1,1-Dichlorocthy]eoc
0
A
A-
o-
go
A
o
0
o
A
o
o
P
a
P
S
a
o
o
o
o
a
g
8
g,
0
g
g
Vinyl chloride
aa
a
s
a
s
A
A
A
s
a
a
a
A
a
o
A -a
A
A
a
A
Benzene
A
A
0
A
A
A
g
o
A
A
A
A
A
A
A
'g
A
A
AA
A
A
A
A
Chloroform
A
a
a
s
A
A
a
A
a
-A
A
A
A
A
a
A
A
A
A
A
A
A
Ethylbenzenc
A
A
AA
0
0
AA
g
0
0
0
A
o
A
o
A
A
no
A
A
AA
Naphthalene
a
s
s
s
a
a
A
a
o
a
a
a
OOOOOOOTIuene
o
A
o
A
A
0
0
-0
0
0
0
66
o
0
A
A
o
A
A
A
0
Xylenes (total)
`
o
0
8
0
w
Ea
a
A
0
w
0
w
0
a
0
a
0
a
0
2
0
w
0
0
U
0
0
a
A
Acetone
A
...
A
...
a
u
A
v..
A
,,.
A
a
a
a
,,,
o
,..
AA
v,
U
a
,..
o
,,.
-A
S
A
s
a
N
P
4
a
v
a
a
N
a
u
a
N
Chloromethnne
66
,n
,n
A
a
aa
a
a
a
o
.n
a
to
A
v.
a
a
a
a
A
a
A
ato
a
A
to
4
a
,n
A'
to
a
a
A
vi
A
,n
A
to
Methylene chloride
A
A
A
A
A
a
a
a
a
a
A
a
A
A
A
a-
A
o
A
o
A
Ao.
2-BulanonC
D
o
N
.
9
>.
4
4
.,.
,,,
c�
..
Total organic carbon
(TOC)
-
z
a
N
0
Well volume to small to collect
A
:-'
oo
t
v'i
w
.H
u
..
N
N
v.
oe
.-
v
c
;
N
o
0
0,
Dissolved oxygen (DO)
z
a,
z
a
-
3
6
6
6
z
a
z
C7
u
-
O
i.
N
N
z
a
z
q
w
w
N
Ferrous Iron
z
a
z
s
'.
4
a
a
a
a
a
z
a
z
a
z
a
z
a
z
a
Total Iron
t„
,,�
,,,
N
w
—
be
�,
i,
oo
—
v
.,
'O
3 Oxidation reduction
< potential (ORP)
"
"
a
�N
,o
N
'
"
0"
a
-
°°
a
,.,
a
rn
o
w
Conductiviq.
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,.:
w
P
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P.
o
P.
pi
ELPH
u
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a
»
.
w
,..
>
N
N
,c
:
N
0Temperature

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=
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a.
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o-,
•
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c
o=:
xr-_
o.
•
o
ro=
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-R
O_
J
2
O
A
AA
'o-
s
-A-
A
A,-
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A
-A
A
-A
A-.
A
A
s
A
A
A
0
= A..
tor
A
f94000'0 S000'0:
A
O
A-
:or'
a
A
81
A
A
A
A'
A
AA
A.
A
A-_
0
A
A
A-
Groundwater Sampling Point
Sampling Date (mm/dd/yy)
Timeframe
Tetrachlorocthylene
Trichloroethylene
cis-I2-Dichloroethylerm
trans-l.2-Dichloraethylen<
1,1-Dichloroethylene
Vinyl chloride
Benzene
Chloroform
Ethylbenzene
Naphthalene
A
A
A
A
AA
A
05
A
A
A
A
A
A
A
A
's
A
A
A
A-
-s
A
A
A,
A
o
A,
zo-
J-
A
A-
A
A
A`
A
6
6
a`-
Toluene
Xylem (total)
Acetone
Chloromethane
Methylene chloride
2-Butanone
Total organic carbon
(TOC)
Dissolved oxygen (DO)
Ferrous Iron
Total Iron
C
Oxidation reduction
potential (ORP)
Conductivity
J
z
pH
tzt
to -
a
0
Table 1: Pre and Post -Injection Groundwater Analytical Data
Ito
n
Temperature

FIGURES

ONI 108 HSfld 103211G
0
O
O
O
z
NOIIVO01 113M ONI2:1011NOIN
m
m
z
-- III I LL/
I
L
0
10
NOTES:
FAIRHEATH ROAD
ASPEN COURT
J
WALDEN COURT
o 0
I
i
TITLE FIGURE 2
SITE MAP
FORMER SHARON CLEANERS
4724 SHARON ROAD
CHARLOTTE, NORTH CAROLINA
BARCLAY DOWNS ROAD
ASSOCIATES INC.
Raleigh, North Carolina 27604 [phone]. FAX [phone]
CAD FILE
1253153.dwg
TYPE CODE
6028
PREP. BY
BB
REV. BY
GO
SCALE
1 "=200'
DATE
04-20-2009
PROJECT NO.
45.34341.6028
li

BEDROCK MONITORING WELL LOCATION
NOTES:
NOLLVOO1 113M ONI2:1O1IN0IN N3G Jf192f3A0
r
m
o
z
o
TITLE FIGURE 1
SITE MAP
FORMER SHARON CLEANERS
4724 SHARON ROAD
CHARLOTTE, NORTH CAROLINA
ASSOCIATES OF NORTH CAROLINA, P.C.
Raleigh, North Carolina 27604 [phone] FAX [phone]
CAD FILE
DSCA ID
60-0028
PREP. BY
AF
REV. BY
SA
SCALE
1 " = 200'
DATE
3/26/12
PROJECT NO.
45.34341.6028

A NI 31VOS 31HWIXO8dd'
O
0
O
0
m Z Z
n
-1
"0
c Z -Z
(.4 0 0
m m
m
O r-
O O
Z
r- 0 - p
O Z Z:.
z m m
/ P>/ /�/�
n
it
co
*
N
m 0� ��'
o n cn
0
D
Z xi co
0 0
m
o
m=0
Z��
m O m
XZ77
0 0
77
Z
m —
z�
0
0
D-<
C-)
2
Z
m
U)
-um
D
mm
G1
NOTES:
TITLE FIGURE 2
INJECTION POINT LOCATION MAP
FORMER SHARON CLEANERS
4724 SHARON ROAD
CHARLOTTE, NORTH CAROLINA
OlokTC
ASSOCIATES OF NORTH CAROLINA, P.C.
Raleigh, North Carolina 27604
[phone] FAX [phone]
CAD FILE
GMRFIGURES
DSCA ID
60-0028
PREP. BY
SMA
REV. BY
GO
SCALE
1"=10'
DATE
3/26/12
PROJECT NO.
45.34341.6028

APPENDIX A
INJECTION SUMMARY

Injection Summary Data Table For ATC - Charlotte NC - ABC+ Injections
First Injection 10/1/2009
Injection
Depth
Flow Rate
Amount
Chemical
Point
Date
Start Time
End Time
Interval (ft)
(gpm)
Injected
(gal)
Injected
(Ibs)
IP 1
10/1/2009 10:09 10:17 33 15.6
125
70.825
IP 1
10/1/2009 10:23 10:33 29 12.5
125
70.825
IP 1
10/1/2009 10:37 10:49 25 10.4
125
70.825
IP 1
10/1/2009 10:52 11:01 21 13.9
125
70.825
IP 1
10/1/2009 11:10 11:18 17 15.6
125
70.825
IP 1
10/1/2009 11:22 11:34 15 10.4
125
70.825
IP 2
10/1/2009 11:55 12:16 18 11.9
250
141.65
IP 2
10/1/2009 12:20 13:07 15 NA
250
141.65
IP 2
10/1/2009 13:13 13:36 11 10.9
250
141.65
IP 3
10/1/2009 13:45 13:57 29 10.4
125
70.825
IP 3
10/1/2009 13:59 14:16 25 7.4
125
70.825
IP 3
10/1/2009 14:23 14:40 21 7.4
125
70.825
IP 3
10/1/2009 14:46 14:58 17 4.2
50
28.33
IP 4
10/1/2009 15:02 15:29 30 7.4
200
113.32
IP 4
10/1/2009 15:35 16:05 26 8.3
250
141.65
IP 4
10/1/2009 16:09 16:34 22 10.0
250
141.65
IP 4
10/1/2009 16:37 16:51 18 8.9
125
70.825
IP 4
10/1/2009 16:54 17:07 14 9.6
125
70.825
IP 4
10/1/2009 17:10 17:44 14 3.7
125
70.825
TOTALS
3000
170

Injection Summary Data Table For ATC - Charlotte NC - ABC+ Injections
Second Injection 10/5/2010 to 10/6/2010
Injection Point
Date
Start
Time
End Time
Depth
Interval
(ft)
Flow
Rate
(gpm)
Injection
Pressure
(psi)
Amount
Injected
(gal)
Chemical
Injected
(Ibs)
IP-1 (IP-5)
10/5/2010
8:27
8:35
28
11.7
100
94
64
IP-1(IP-5)
10/5/2010
8:45
8:54
25
10.4
100
94
64
IP-1(IP-5)
10/5/2010
9:10
9:17
22
13.4
100
94
64
IP-1 (IP-5)
10/5/2010
9:32
9:38
19
15.7
100
94
64
IP-1 (IP-5)
10/5/2010
9:53
10:03
16
9.4
100
94
64
IP-1 (IP-5)
10/5/2010
10:16
10:23
13
13.4
100
94
64
IP-1 (IP-5)
10/5/2010
10:40
10:45
10
18.8
100
94
64
IP-1 (IP-5)
10/5/2010
11:00
11:08
8
11.7
100
94
64
IP 2 (IP-6)
10/5/2010
11:33
11:42
28
10.4
100
94
64
IP 2 (IP-6)
10/5/2010
11:58
12:04
25
15.7
100
94
64
IP 2 (IP-6)
10/5/2010
2:10
2:20
22
1.5
65
15
14
IP 3 (IP-7)
10/5/2010
2:25
3:13
28
4.6 .
65
220
150
IP 3 (IP-7)
10/5/2010
3:25
3:48
25
4.1
65
94
64
IP 4 (IP-8)
10/5/2010
4:15
4:42
28
7.0
75
188
128
IP 4 (IP-8)
10/5/2010
4:45
5:13
25
6.7
75
188
128
IP 4 (IP-8)
10/5/2010
5:17
5:42
22
7.5
75
188
128
IP 4 (IP-8)
10/5/2010
5:55
6:27
19
5.9
75
188
128
IP .4 (IP-8)
10/5/2010
6:40
6:47
16
13.4
75
94
64
IP 4 (IP-8)
10/6/2010
8:35 .
8:59
13
7.3
75
175
119
IP 5 (IP-9)
10/6/2010
9:20
9:56
30
7.8
100
282
192
IP 5 (IP-9)
10/6/2010
10:07
10:55
28
5.9
100
282
192
IP 5 (IP-9)
10/6/2010
11:00
11:20
25
7.6
100
152
103
TOTALS
3006
2050.71

APPENDIX B
CONCENTRATION VERSUS TIME GRAPHS

Concentration
10
9
8
6
5
4
3
2
1
0
11/16/04
Oh
\cb
MW-1
Concentration of Constituents in Groundwater vs Time
1/23/07
—0— Tetrachloroethylene
Trichloroethylene
cis-1,2-Dichloroethylene
.Vinyl chloride
6/7/07
10/28/08
9/17/09
3/4/09
6/15/09
11/5/0
10/13/09
OCT 09 ABC/ZVI Injection
OCT 10 ABC/ZVI Injection
2/25/10
7/20/10 2/28/11 8/22/11

MW-2
Concentration of Constituents in Groundwater vs Time
0.35 7/20/10
0.3
0.25
0.1
0.05
—0- Tetrachloroethylene
—X—Trichloroethylene
)IE—cis-1,2-Dichloroethylene
Vinyl chloride
11/16/04
1/23/07
3/4/09
10/13/09
5/24/11
OCT 09 ABC/ZVI Injection 2/28/11
BC/ZVI Injection
8/22/11

Concentration in (mg/L)
1.2
1
0.8
0.6
0.4
0.2
11/16/04
MW-3
Concentration of Constituents in Groundwater vs Time
6/7/07
1/23/07
OCT 09 ABC/ZVI Injection
10/28/08
3/4/09
11/5/09
9/17/0
—0— Tetrachloroethylene
--Tiichloroethylene
cis-1,2-Dichloroethylene
4—Vinyl chloride
6/15/09 2/25/10
OCT 10 ABC/ZVI Injection
11/10/10
5/23/11
3/1/11.............. 8/22/11
7/20/10

Concentration in (mg/L)
MW-4S
Concentration of Constituents in Groundwater vs Time
11/10/10
0.7
0.6
0.5
0.4
0.3
0.2
0.1 -
—0— Tetrachloroethylene
Trichloroethylene
cis-1,2-Dichloroethylene
40 Vinyl chloride
OCT 10 ABC/ZVI Injection

0.14
0.12
0.1
J
.E
E
0.08
0
+s
m
L
v
c 0.06
0
u
0.04
0.02
MW-5S
Concentration of Constituents in Groundwater vs Time
8/22/11 ' +`
-- Tetrachloroethylene
-E—Trichloroethylene
— cis-1,2-Dichloroethylene
Vinyl chloride
OCT 09 ABC/ZVI Injection
11/5/09
5/23/11
6/7/07
10/29/08
t `
-
10/13/0
3/1/10
11/10/10
9/17/09
2/28/11
3/5/09
6/15/09
7/20/10
OCT 10 ABC/ZVI Injection
ry
cb
ocb
\'
0,

0.012
0.01
0.004
0.002
MW-11
Concentration of Constituents in Groundwater vs Time
—0— Tetrachloroethy_Iene
- Trichloroethylene
- cis-1,2-Dichloroethylene
Vinyl chloride
6/7/07
Nt
10/29/08
OCT 09 ABC/ZVI Injecti OCT 10 ABC/ZVI Injection
)( )( 1 )( )(
6/15/09
40
y`b\o3/4/09 \`O\o�
nv
2/25/10
7/20710
1r\y0 O\y0
ti\v W\^, ti\ry\^•
)c
' 5/23/11 '

Concentration in (mg/L)
0.3
0.25
0.2
0.15
0.1
0.05
MW-15BR
Concentration of Constituents in Groundwater vs Time
--0—Tetrachloroethylene
10/29/08
6/15/09
9/17/09
OCT 09_A13C/Z LL1nject on !
--Trichloroethyiene
3/1/114—cis-1,2-Dichioroethylene
3/5/10 11/10/10 Vinyl chloride
2/25/10
11/5/09
10/13/09
7/20/10_
5/23/11
OCT 10 ABC/ZVI Injection',
8/22/11

3.5
Concentration in (mg/L)
3/5/10
MW-17
Concentration of Constituents in Groundwater vs Time
11/10/10
OCT 10 ABC/ZVI Injection
—0-- Tetrachloroethylene
'-Trichloroethylene __....._..._......._..
cis-1,2-Dichloroethylene
—Vinyl chloride

Concentration in (mg/L)
8
7
6
5
4
3
2
3/5/10
MW-18
Concentration of Constituents in Groundwater vs Time
OCT 10 ABC/ZVI Inject ',ti n
11/10%10
2/28/11
5/24/11
(0'
—0— Tetrachloroethylene
Trichloroethylene
cis-1 ,2-Dichloroethylene
—NE—Vinyl chloride
8/22/11

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3 3 cP 0
1. ELL CONTRACTOR:
fV�ell tractor l dividual) Name
e--01 o yc ) c_.c k / L L L--
Well Contractor CompanyName
2-iCt . tdt.. - i✓Cr
Street Address
�`,t:.r , 4/ C - 27 13
City �r ovGn
) 67e_ 0/Y6)
State Zip Code
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# _
OTHER ASSOCIATED PERMIT#(if applicable) W IO3OO132, SIP /
SITE WELL ID #(if applicable) `
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery 0 Injection tie
Irrigation❑ Other El (list use)
DATE DRILLED U s
9
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley flat ❑ Ridge ❑Other
3x.xxxxxxxxx DD
LONGITUDE 75 " DMS 7x.xxxxxxxxx DD
LATITUDE 36 "DMS
Latitude/longitude source: OGPS ❑topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facili 4724 Sharro Road
Name
Facility ID# (if applicable)
Street Address
Charlotte
City or Town
Steven Aldis
NC 28211
State Zip Code
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
704 529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION; Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness)
7. CASING: Depth Diameter Weight
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
Material
Method
9. SCREEN: Depth Diameter Slot Size Material
Top Bottom Ft. in. in.
Top Bottom Ft. in. - in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
RECEIVED
_IN 2 7 `)n1E2_
Informatinn PmceSSing Unit
DWQ/BOG
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 IAA BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
-72
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit WithinL30 days of completion to: Division of Water Quality - 'Information Processing,
1617 Mall Service Center, Raleigh, NC27699 161„ Phone : •(919). 807-6300
Form GW-lb
Rev. 2/09

) WI0300132, SIP 7
LATITUDE 36 "DMS
LONGITUDE 75 " DMS
Latitude/longitude source: E3PS Qropographic map
(location of well must be shown on a USGS fopo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
,.�hY Riw. vtlr`.
1. yVELL CONTRACTOR:
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # U-)
Well Cy)ontractor (Lridividual) Name
KC —CI U>: i+ r_C ;8: !; L_ l_...
Well Contractor Company Name
.�[1 ''ll
street Address
r',. 2.l 13
City ry LI oLYownr State Zip Code
(`l/tJ ) V / / r�l ` /i/(.'
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applica
SITE WELL ID #(inapplicable) /7 .5
3. WELL USE (Check One Box) Monitoring 0 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection
Irrigation❑ Other 0 list use)
DATE DRILLED "r" "" /(�Z� / D
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑ Valley flat ❑ Ridge ❑ Other
3x.xxxxxxxxx DD
7x.xxxxxxxxx DD
Facility Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address •
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte
City or Town
NC 28217
State Zip Code
( 704) 529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 3
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing:
(Use "+" if Above Top of Casing)
FT.
40%148
d. TOP OF CASING IS FT. Above Land Surface`
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
/
/
Formation Description
ECE
VED
Rt Iht r irli
Inrforr Lion Processing I ink
-.-)INC)/BOG
12.REMARKS: r J
/V Wi://mi,e77,//�. dir u / /' v�4a. ' fbd
/ hii e.i, 717 r"�' 7,1 C / iv /—
I D0 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD Fjl BEEN PROVIDED TO THE WELL OWNER.
444 : '2f
SIGNATURE F CERTIFIED WELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

I V ON _ESIDENTIAL WELL COPQSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3 3 �~}
1. WELL CONTRACTOR:
Vell Contractor (fridividual) Name
;�.C;C-�y .
Well Contractor Company Name
2 V Li r.),
_Street Address ] // 2 _ \- %
City Oown
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicablblle)� W 10300132, SIP /
SITE WELL ID #(if applicable) /!/ /
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection Lie
Irrigation❑ Other❑ list use) /
DATE DRILLED ZC+/ 0
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte . COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑Valley Vlat ❑ Ridge ❑ Other
LATITUDE 36 "DMS
LONGITUDE 75 " DMS
3x.xxxxxxxxx DD
7x.xxxxxxxxx DD
Latitude/longitude source: IMPS Qropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facilit Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
704 .529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: Z6 b9"1"
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
ubmtt within 30 days of cornpletiion ••
to °!
r17 Mall Service Confer, Raleigh, NC 27699'
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness)
7. CASING: Depth Diameter Weight
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size
Top
Top
Top
Material
Method
Material
Bottom Ft. in. in.
Bottom Ft. in. in.
Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Formation Description
.)U)\' f 6-Lf t4
information Procc.zirtg Unit
DWOLBOr;
12. REMARKS: /
A/C J1,VC-// / �/)�r I I/
/
1 D0 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD S BEEN PROVIDED TO THE WELL OWNER. .
1)7rit /1,_
`0 ZS /
SIGNATURE ,bF CERTIFtD WELL CONTRACTOR DATE
c i7`
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3 3
1. WELL CONTRACTOR:
Well Contractor Qddividual) Name
KC-C1 1+:g: / - L L`_ L.
Well Contractor Company Name
tt4.t:
Street Address
City Ojovtn
�I( �/Gam) 6 761_ 0 //G
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable) W IO3OO132, SIP / .
SITE WELL ID #(if applicable)
3. WELL USE (Check One Box) Monitoring 0 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection le
Irrigation❑ Oth 1r list use)
DATE DRILLED / VA —A. Q
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope [Valley {flat ❑Ridge ❑Other
LATITUDE 36 ° " DMS 3x.xxxxxxxxx DD
LONGITUDE 75 " DMS 7x.xxxxxxxxx DD
Latitude/longitude source: [PS ❑topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS) •
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facility Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address •
Charlotte
City or Town
Steven Aldis
NC 28211
State Zip Code
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
( 704) 529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
cif
l
b. DOES WELL REPLACE EXISTING WELL? YES ❑
c. WATER LEVEL Below Top of Casing:
(Use "+" if Above Top of Casing)
NO ❑
FT.
06
1.� ti
.'1
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness)
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top Bottom
Top Bottom
Top Bottom
11. DRILLING LOG
Top Bottom
/
Ft.
Ft.
Ft.
Size Material
Formation Description
REC E I \Foil
jUN f "3 ?(117
Information Processing Unit
DWQ/BOG
•
12. REMARKS: 1 1 J.
Av zt717-dr✓ PeiNt
I D0 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD
S BEEN PROVIDED TO THE WELL OWNER.
c7/
/9y i14.�
SIGNATUR/OF CERTIFIED WELL CONTRACTOR
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
uali
;807 6
Form GW-lb
Rev. 2/09

IV ON RESIDENTIAL WE2CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # L''
1. WELL CONTRACTOR:
;Well Contractor (I-{idividual) Name
Well Contractor Company Name
Street Address
2._.7 3 1 3
City or lov4n State Zip Code
(' / ) {7 J' - € /'VO
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT(if applicable) W I0300132, SIP /
#
SITE WELL ID #(if applicable) /,
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection V
Irrigation0 Other list use)
DATE DRILLED / c IS-1/2
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley Ertlat ❑Ridge DOther
LATITUDE 36 ° " DMS
LONGITUDE 75 " DMS
3x.xxxxxxxxx DD
7x.xxxxxxxxx DD
Latitude/longitude source: [GPS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
FacilityName Facility ID# (if applicable)
472Sharro Road
Street Address
Charlotte
City or Town
Steven Aldis
NC 28211
State Zip Code
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
704 529-3200
Area code Phone number
6. WELL DETAILS: /
i
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO 0
c. WATER LEVEL Below Top of Casing: FT.
(Use "+° if Above Top of Casing)
ubm t within 30 days of completion
7 Mall Service Center, Ralelgh,sNC 27 .p9'4.,
IVIstoni
61, Ph0
0r3
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
Method
9. SCREEN: Depth Diameter Slot Size Material
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top Bottom Ft.
Top Bottom Ft.
Size Material
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Formation Description
irsformstton Pro6ssing Ur
OWotsOc-
Al2..,REMA ore- S: /// e/f/ C c7 / Cn.iJ / rk/
Lf. e ' sf� �,NtT
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C; WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECOR AS BEEN PROVIDED TO THE WELL OWNER.
SIGNATU E OF CE'llgt WELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

f
iWri
1 i' ON RESIDENTIAL WEIIZONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3 .a PO
1. WELL CONTRACTOR:
V eil Owontractor ridividual) Name
Well Contractor Company Name
Street Address
City Qjov'rn State Zip Code
) 67e- 0/96
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable) W IO3OO 132, SIP /
SITE WELL ID #(if applicable)
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public 0
Industrial/Commercial 0 Agricultural ❑ Recovery 0 Injection Iv
Irrigation❑ Other ❑ list use) ` j
DATE DRILLED1 O D/s-/Zvi e
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley Vlclat ❑Ridge ❑Other
LATITUDE 36 ° "DMS 3x.xxxxxxxxx DD
LONGITUDE 75 " DMS 7x.xxxxxxxxx DD
Latitude/longitude source: BPS Qropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facility Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
704 529-3200
Area code Phone number
6. WELL DETAILS:
q�
a. TOTAL DEPTH: fL. J
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
in 30 days of completion to Division of
ervice Center, Raleigh, NC 2769,9 161, ;Phonei {'
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness)
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth
Diameter Slot Size Material
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Formation Description
RECE
? 2.0.1?..
tnfortTt3tion ProCess'ong Unit
OWQ/BUG
12. REMARKS: ' j /
n � 04
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECOIjQ,I-IAS BEEN PROVIDED TO THE WELL OWNER.
I9//1c.c7 / cn'L741/r�n1
SIGNATU
E OF CERTIFIED WELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTIONRECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3 3 fjC
1. WELL CONTRACTOR:
1,1
Vljell Contractor(1 divi ual) Name
1\ t`..d 0 .g L L_ (-
Well Contffractor Company Name
fri
Street Address
t,. " P . fit/ (1 27 1 3
City oryovGn State Zip Code
(l) 67d' - to/.Vc
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable) W 10300132, SIP /
SITE WELL ID #Of applicable)
3. WELL USE (Check One Box) Monitoring 0 Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection V
IrrigationD Other (lit use)
DATE DRILLED 10
9
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑ Valley Vl lat ❑ Ridge ❑ Other
LATITUDE 36 "DMS
LONGITUDE 75 " DMS
3x.xxxxxxxxx DD
7x.xxxxxxxxx DD
Latitude/longitude source: D3PS ❑topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facilit Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte
City or Town
NC 28217
State Zip Code
( 704) 529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: J
b. DOES WELL REPLACE EXISTII' WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
ubmtt=within 30 days of comp
317 Mail Semce Center, Raleigh;
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top Bottom
Top Bottom
Top Bottom
9. SCREEN: Depth
Top Bottom
Top Bottom
Top Bottom
Material Method
Ft.
Ft.
Ft.
Diameter Slot Size Material
Ft. in. in.
Ft. in. in.
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top Bottom Ft.
Top Bottom Ft.
Size Material
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Formation Description
RECEIVED
JUI\3 u 7 2092
Information Processing t Inii
DWQ/BOG
12. REMARA/c vieu
KS: //f` c`/
t'.c�,v �pi�
I DO REREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C; WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
REC,O$D HAS BEEN PROVIDED TO THE WELL OWNER.
(vim
SIGNAT&RE OF CERTIFIED WELL CONTRACTOR
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

REDOX TECH, LLC
"Providing Innovative In Situ Soil and Groundwater Treatment"
October 29, 2009
Brad Burdick
Project Manager
ATC Associates, Inc.
3417-A Trade Park Court
Charlotte, NC 28217
Re: Injection summary for Sharon Cleaners in Charlotte, NC
Dear Mr. Burdick:
RECEIVED
JUN 2 7 2012
Information Processing Unit
DWQ/BOG
The following is a summary of the injection event on October 1, 2009 at the Sharon
Cleaners, 4724 Sharon Road, Charlotte, NC.
Personnel from Redox Tech, LLC in Cary, NC mobilized to the above -referenced site on
September 30, 2009 with a ChemGrout injection trailer. A Geoprobe direct -push rig was
already on site from activities earlier in the week. A shipment of ABC and zero-valent
iron (ZVI) were also delivered on September 30.
The injection event began the next morning, October 1, 2009. The work plan for the
injection event called for four injection locations to be determined by ATC Associates.
Each location was to receive 750 gallons of ABC+ spread over 6 depth intervals. The
work plan called for intervals of 30', 26', 22', 18', 14', and 10', subject to the discretion of
ATC Associates. Each interval was to receive a mixture of 58 gallons water, 4.5 gallons
ABC, and 43.5 pounds of ZVI. The injections were carried out near monitoring well MW-
1, near the southwest corner of the facility building.
The first injection point, IP-1 was located approximately 3 feet east of MW-1. Geoprobe
rods were advanced to a depth of 33 feet at IP-1 where injections began. Six intervals were
injected at IP-1 with a total volume of 750 gallons at this location. The injection times
depths and volumes are summarized for all the injection locations in Table 1 below.
The second injection point, IP-2 was located approximately 12 feet north of MW-1. Since
auger refusal was encountered at a depth of 18 feet in this location, IP-2 received
injections in only three intervals: 18', 15', and 11'. 250 gallons were injected in each of
the three intervals for a total of 750 gallons.
The third injection point, IP-3 was located approximately 12 feet west of MW-1. For this
point, rods were advanced to a depth of 29 feet. Intervals of 29', 25', and 21' each
received a volume of 125 gallons of ABC+. The Last interval at 17' received
approximately 50 gallons of ABC+ when daylighting around MW-1 was observed.
200 QUADE DRIVE, CARY NC 27560 TEL [phone] FAX [phone]
WWW.REDOX-TECH.COM E-MAIL: [e-mail]

Injection into IP-3 was stopped, and it was decided that the volume not injected into 1P-3
(325 gallons) should be added to the next injection point.
The fourth and last injection point, :IP-4 was located approximately 12 feet south of :MW- 1.
Rods were advanced to a depth of 30 feet at this location, and intervals of 30', 26', 22',
18'. and 14' received injections. No interval above a depth of 14' was attempted due to
concerns. of daylighting. Slight daylighting was encountered towards the end of the
injection, but was alleviated by reducing the injection pressure/flow rate. The volume not.
injected into IP-3 was injected into IP-4 for a total volume in 1P-4 of 1,075 gallons. The
volume per interval is summarized in Table 1.
Table 1. injection Data
Injection
Point .
_
Date
_
Stark
Time
End
Time
Depth
Interval
(ft.)
Flow Rate
(gprn)
Amount
Injected
(gal.)
Notes
IP-1
10l1 /2009
10:09
10:17
1 33
15.6
125
750 gal. total injected. Slight
daylighting at end of injection.
10:23
10:33
29
12.5
125
( 10:37
10:49
25
10.4
125
10:52
11:01
21
13.9
125
11:10
11:18
17
15.6
125
11:22
11.34
• 15
10.4.
125
IP-2
10/ 1/2009
11:55
12:16
18
11.9
250
Refusal at 18 ft. Compressor shut
down approximately 20 min. during
15' interval.
12:20
13:07
15
NA
250
13:13
13:36
11
10.9
250
IP-3
10/1/2009
13:45
13:57
29
10.4
12.5
425 gal. injected. Stopped due to
daylighting. Remaining 325
gal.injected into IP-4.
13:59
14:16
25
7.4
125
14:23
14:40
21
7.4
125
14:46
14:58
17
4.2
50
1P-4
10/1/2009
15:02
15:29
30
7.4
200
1.075 gal. injected (additonal 425
gal. from IP-3). Kept last interval at
14' to avoid daylighting. Slight
daylighting around MW-1 - reduced
pressure/flow rate.
15:35
16:05
26
8.3
750
16:09
16:34
22
10.0
250
16:37
16:51
18
8.9
125
16:54
17:07
14
14
9.6
3.7
125
125
17:10
17:44
The injection locations are shown on the attached map. If you have any other questions or
comments regarding this injection event, feel :free to contact me. at 919-678-0140 or via
email at mcmanus!(ired.ox-tech..coln.
Sincer-ly.
711,
M. Duncan tvlcl\1anus
Redo): Melt, LLC.
RID
Information Processing Unit
DWQ/BOG

0
GRAPHIC SALE
1•�5
5
10
J
DMVI MDM
saLE 1" 5'
DAME 10/28/05
SHEET NUMBER
1 Cr 1
IP-3
0
IP-2
0
V1W�1 oIP-1 C°c
I �
z
RECEIVED
J`JN 2 7 2012
IP-4 I Information Processing Unit
O DWQ/BOG
SHARON CLEANERS
CHARLOTTE, NORTH CAROLINA
10/1/09 INJECTION POINTS
REDOX TECH, LLC
"Providing Innovative In Situ Soil and Groundwater Treatment"
200 Qoade Drive, Cary, NC 27513
Phone: [phone] Fax: [phone]

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
r\S'4h
,Well Contractor 1 dividual) Name
Well Contractor Company Name
Street Address
«cw d'i; ` (- L J .3
City orovvn State Zip Code
(`I/g ) 61`_ t/fit
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable) W 10300132, SIP /
SITE WELL ID #(if applicable) /J 3
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public D
Industrial/Commercial ❑ Agricultural ❑ Recovery 0 Injection gle
Irrigation': Other 10/ (lit use)
DATE DRILLED 10
9
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley Vlat ❑Ridge ❑Other
3x.xxxxxxxxx DD
7x.xxxxxxxxx DD
LATITUDE 36 " DMS
LONGITUDE 75 " DMS
Latitude/longitude source: I3PS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facility Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
704 529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
Z, `) / .7.
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO ❑
c. WATER LEVEL Below Top of Casing:
(Use "+" if Above Top of Casing)
ubmit=Within 30 days of completion to
17Maii Service Center, Raleigh, NC 27699'
FT.
33�0
61. 2
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated ator below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
•/
Size Material
Formation Description
Q. ..- nPIA�Y
JUN ; •) Z.utL
itlfu,llration ProCesairfg Unit
DWQ/BOG
12. REMARK/ �(,..y . 1 /
rr 1 "
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RErCQRD HAS BEEN PROVIDED TO THE WELL OWNER.
(Icy'
SIGNA
RE OF CERTIFIED WELL CONTRACTOR
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

1 r ON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
3 0
1. WELL CONTRACTOR: g
Men Otor ,gntracdividual) Name
y
Well Contractor Company Name
Street Address
City or�7ov(n
(9/ i' ) G 7,)' 0 / 't
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable) W 10300132, SIP
SITE WELL ID #(if applicable) ''' 1/ 7_
3. WELL USE (Check One Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial 0 Agricultural ❑ Recovery ❑ Injection EV
Irrigation❑ Other 0 (list use)
DATE DRILLED 10/1 /09
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte •COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
DSlope ❑Valley Vl 1at ❑ Ridge ❑ Other
LATITUDE 36 ° " DMS
LONGITUDE 75 " DMS
3x.xxxxxxxxx DD
7x.xxxxxxxxx DD
Latitude/longitude source: BPS :Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facilit Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte NC 28217
City or Town State Zip Code
( 704) 529-3200
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: tic)
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing:
(Use "+" if Above Top of Casing)
ubmlt within30=days of completion to ,
17 Mail Service Center, Raleigh, NC 27699'=1
FT.
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
Material
Method
Diameter Slot Size Material
in. in.
in. in.
in. in.
10. SAND/GRAVEL PACK:
Depth Size
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
Material
Formation Description
RECE V ED
3u1 .9, 7L612.
Information Processing Unit
awQ!DOG
12. REMARKS: ,'•
L L/ ,-� ,/fi t:/iz/ 7,"I DO HERBY CERTIFY THAT -THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NC C 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNAT E OF CERTIFIED WELL CONTRACTOR
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW-lb
Rev. 2/09

SITE WELL ID #(if applicable)
NONRESIDENTIAL WELL CONSTRUCTION RECORD 3
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
Well C ntractorQidivi1ual) Name
() L.-
Well Contractor Company Name
Street Address
City or Town State
((.7./% ) 6 l 4' C /'U
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
Zip Code
OTHER ASSOCIATED PERMIT#(if applicabl
/1
WI0300132, SIP 7
3. WELL USE (Check One Box) Monitoring p Municipal/Public ❑
Industrial/Commercial ❑ Agricultural 0 Recovery 0 Injection L�
Irrigation❑ Otherro/ (I use)
DATE DRILLED
4. WELL LOCATION:
4724 Sharro Road, Sharon Corners 28211
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Charlotte. COUNTY Mecklenburg
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley glat ❑Ridge DOther
LATITUDE 36 "DMS 3x.xxxxxxxxx DD
LONGITUDE 75
° " DMS 7x.xxxxxxxxx DD
Latitude/longitude source: IMPS Oropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Elite Cleaners
Facility Name
4724 Sharro Road
Facility ID# (if applicable)
Street Address
Charlotte NC 28211
City or Town State Zip Code
Steven Aldis
Contact Name
4020 Old Pineville Road
Mailing Address
Charlotte
City or Town
7( 04) 529-3200
Area code Phone number
6. WELL DETAILS: i
a. TOTAL DEPTH: 3 c3
NC 28217
State Zip Code
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ❑
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
ubmit within-30 days of completion to Division
IT Mall Service Center, Raleigh,_NC 27699`161, ,
SIGNATU
:01314 0
d. TOP OF CASING IS FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top Bottom
Top Bottom
Top Bottom
9. SCREEN: Depth
Top Bottom Ft.
Top Bottom Ft.
Top Bottom Ft.
10. SAND/GRAVEL PACK:
Depth
Top Bottom
Top Bottom
Top Bottom
11. DRILLING LOG
Top Bottom
/
Ft.
Ft.
Ft.
Diameter Slot Size Material
in. in.
in. in.
in. in.
Size Material
Ft.
Ft.
Ft.
Formation Description
RFC FEVFD
J[ INI 91 7 71l1'
Information Processing Unit
UWU/BOG
12. REMARKS)/ ll -
/Vt uve/i i J% // Ci�rc.z r' ivi �,J
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECOR HAS BEEN PROVIDED TO THE WELL OWNER.
Z-
OF CERJIFIED WELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
uaii
7 6'_
Form GW-lb
Rev. 2/09

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
• Governor Director
April 30, 2009
Genna K. Olson
ATC Associates
2725 East Millbrook Road
Suite 121
Raleigh, NC 27604
Subject: Acknowledgement of Application No. WI0300132
Sharon Cleaners
Injection In situ Groundwater Remediation Well (5I)
Mecklenburg
Dear Ms. Olson:
MAY - 4 2009
Dee Freeman
Secretary
�... CDE kMRO
DWQ - A, ulfer Protection
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on April 27, 2009. This application package has been assigned the number listed above and will be reviewed by
Thomas Slusser.
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 fmal 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 Thomas Slusser at 919-715-6164, 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/documents/dwq orgchart.pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
(kik otioN,
for Debra J. Watts
Supervisor
cc:
Permit. Application Ile 0300132
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-6048 4 Customer Service: 1-877-623-6748
Internet: www.ncwateroualitv.orq
An Equal Opportunity 1 Affirmative Action Employer
NorthCarohna
Naturally

off`

TC
ASSOCIATES I N C.
April 22, 2009
Mr. Thomas Slusser
NCDENR Division of Water Quality
Aquifer Protection Section, UIC Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
RE: Injection Permit Application
Sharon Cleaners
4724 Sharon Road
Charlotte, North Carolina
ATC Project No. 45.34341.6028
DSCA Site No. 60-0028
Dear Mr. Slusser:
2725 E. Millbrook Road, Suite 121
Raleigh, North Carolina 27604
Phone [phone]
Fax [phone]
www. atcassociates. com
MAY - 4 2009 D
.uRoDWQAProtection
Enclosed are two copies of an injection permit application prepared by ATC Associates of North
Carolina, P.C. (ATC) on behalf of the North Carolina Drycleaning Solvent Cleanup Act (DSCA)
Program. The permit application covers injection of Anaerobic Biochem (ABC) and Zero Valent
Iron for remediation of chlorinated solvent compounds at the above referenced site.
If you have questions or require additional information, please do not hesitate to contact Genna
Olson in ATC's Raleigh, NC office at [phone].
Sincerely,
ATC • ssociates of North Carolina, P.C.
enna ' . 11lso .
rogram Manager
cc: Mr. Al Chapman — NCDENR DSCA Program
RECEIVED / DENR / DWQ
Aquifer Protection Section
APR 27 2009

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: April 30, 2009
To: ❑ Landon Davidson, ARO-APS
❑ Art Barnhardt, FRO-APS
Z- Andrew Pitney,-MRO-APS_' Y
❑ Jay Zimmerman, RRO-APS
From: Thomas Slusser , Groundwater Protection Unit
Telephone: [phone]
E-Mail: [e-mail]
❑ David May, WaRO-APS
❑ Charlie Stehman, WiRO-APS
❑ Sherri Knight, WSRO-APS
Fax: (91'9
A. Permit Number: WII03.001.32
B. Owner:
C. Facility/Operation: SHARON CLEANERS
❑ Proposed ® Existing
MAY 4
4142
NC DENR MRO
DWQ - Aquifer Protection
® Facility ❑ Operation
D. Application:
1. Permit Type: ❑ Animal ❑ Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND)
PQ,UIC (51) in -situ groundwater remediation
❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt n Animal
2. Project Type: pq_ New ❑ Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
For Residuals:
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30_caleridar days, please take the following actions:
HP.Refurn a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
n Attach Attachment B for Certification by the LAPCU.
n Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, 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 02/06 Page 1 of 1

INJECTION PERMIT APPLICATION
SHARON CLEANERS
4724 SHARON ROAD
CHARLOTTE, NORTH CAROLINA
ATC PROJECT NO. 45.34341.6028
DSCA SITE NO. 60-0028
April 22, 2009
LE C_E_UWE
MAY - 4 2009
NCD 1CNRMR0
fWQ -.62,1ifer Protection
RECEIVED / DENR / DWQ
Aquifer Protection Section
APR 27 2009

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
• Do not use this form for remediation systems that extract contaminated groundwater, treat it, G
• Submit TWO copies of the completed application and all attachments to the address on the la;
• Any changes made to this form will result in the application package being returned.
Application Number (to be completed by DWQ):
I. GENERAL INFORMATION:
inct t'�e tr
ero -thi on
NC DENRO
DWQ - A. uiferR MProtection
1. Applicant's Name (generally the responsible party): Petitioner for DSCA Site #60-0028 c/o ATC Associates
2. Signing Official's Name: Genna K. Olson Title: Senior Project Manager
3. Mailing address of applicant: 2725 East Millbrook Road, Suite 121
City: Raleigh
Telephone number: 919-871-0999
State: NC Zip: 27604
Fax number: 919-871-0335
4. Property Owner's Name (if different from Applicant): Center Properties SPE, LLC
5. Property Owner's mailing address: 125 Scaleybark Road
City: Charlotte
State: NC Zip: 28209
6. Name and address of contact person who can answer questions about the proposed injection project:
Name: Genna K. Olson
Company: ATC Associates of North Carolina, PC
Address: 2725 East Millbrook Road, Suite 121
Title: Senior Project Manager
City: Raleigh
Telephone number: 919-871-0999
Email Address: [e-mail]
II. PERMIT INFORMATION:
State: NC Zip: 27604
Fax number: 919-871-0335
1. Project is: I New ❑ Modification of existing permit ❑ Renewal of existing permit without modification
❑ Renewal of existing permit with modification
2. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number and the issuance date
For renewal without modifications, fill out sections I & II only, sign the certification on the last page of this
form, and obtain the property owner's signature to indicate consent (if the applicant is not the owner).
For all renewals, you must submit a status report including monitoring results of all injection activities to
date.
Revised 8/07 UIC-5I/5T
RECEIVED / DENR / DWQ
Aquifer Protection Section
APR 27 2009
Page 1 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediation / Type 5T Wells —Tracer Injection
III. INCIDENT & FACILTTY DATA
A. FACILITY INFORMATION
1. Facility name: Sharon Cleaners
2. Complete physical address of the facility: 4724 Sharon Road
City: Charlotte
County: Mecklenburg
State: NC Zip: 28210
B. INCIDENT DESCRIPTION
1. Describe the source of the contamination:
The site operated a dry cleaning machine from approximately 1993 to 1998. A Phase II Environmental Site
Assessment (ESA) Report, dated May 31, 2001, identified a release of dry cleaning solvents. Attachments to
this application describe the extent of contamination.
2. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g.,
gasoline, diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
Chlorinated ethenes (primarily PCE and PCE breakdown components)
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
❑ Yes If yes, list maximum measured separate phase thickness feet
®No If no, list maximum concentration of total VOCs observed at site: 5,010
4. Agency managing the contamination incident:
❑ UST Section
❑ DWQ Aquifer Protection Section
❑ Hazardous Waste Section
ppb
® Superfund Section (including REC Program and DSCA sites)
❑ Solid Waste Section
❑ Other:
5. Incident managers name Alan Chapman and phone number 919-508-8580
6. Incident number or other site number assigned by the agency managing the contamination incident:
60-0028
C. PERMITS
List all permits or construction approvals that have been issued for the facility or incident, including those not
directly related to the proposed injection operation:
1. Hazardous Waste Management program permits under 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: Mecklenburg County permit numbers 70001529 and 70001314.
Division of water Quality monitoring well construction permit number WM0300470
Revised 8/07 UIC-5I/5T Page 2 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells —In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
IV. INJECTION DATA
A. INJECTION FLUID DATA
1. List all proposed injectants.
NOTE: Any substance to be injected as a tracer or to promote in situ remediation must be reviewed by the
Occupational and Environmental Epidemiology Section (OEES) of the Division of Public Health, Department of
Health and Human Services. Review the list of approved injectantsT or contact the UIC Program to determine f
the injectants you are proposing have been reviewed by OEES.
Injectant: ABC
Concentration at point of injection: 0.72 lbs/gal
Injectant: Zero-valent iron
Concentration at point of injection: 0.68 Ibs/gal
Injectant:
Concentration at point of injection:
Inj ectant:
Concentration at point of injection:
Inj ectant:
Concentration at point of injection:
2. Source of fluids used to dilute or chase the injectants listed above:
❑ None
El Municipal water supply
❑ Groundwater from private well or any well within ''A mile of injection site
❑ Air
❑ Other:
3. If any well within'Y4 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 type: 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 application form
GWRS.
Revised 8/07 UIC-5I/5T Page 3 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells — In Situ Groundwater Remediiatiion / Type 5T Wells — Tracer Injection
B. PROPOSED OPERATING PARAMETERS
1. Duration of Injection:
Maximum number of separate injection events: 1
Expected duration of each injection event: 4 days
Expected duration between events (if more than one event): N/A
2. Injection rate per well: 2-20 gallons per minute (gpm)
3. Total Injection volume: 1,500 gallons per day (gpd); 6,000 gallons per event (if separate events)
4. Injection pressure: 10-500 pounds/square inch (psi)
5. Temperature at point of injection: 55-77 °F
6. Briefly describe how the above parameters will be measured and controlled:
Approximately 6,000 pounds will be injected into 8 locations. The injections will be performed from depths of 10
to 30 feet below ground surface. The injection pressure will be monitored using a pressure gauge. Valves will
be used to control the flow and pressure. The temperature is from make up water (local potable water)
7. Estimated hydraulic capacity of the well: 2-20 gpm
C. INJECTION WELL CONSTRUCTION DATA
1. 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.
N 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: Redox Tech
NC Well Contractor Certification number: 3380
3. Date to be constructed: TBD pending approval Number of borings: 8
Approximate depth of each boring (feet): 30
4. Screened interval/Injection interval of injection wells:
Depth: 10 to 30 feet below ground surface (if multiple intervals, indicate shallowest and deepest depth).
5. Well casing (N/A if injection is through direct push rods):
Type: ❑ PVC ❑ Stainless steel N Other: N/A
Casing depth: to ft.
6. Grout (N/A if injection is through direct push rods):
Type: ❑ Cement ❑ Bentonite
Grout depth: to ft.
l Other: N/A
Revised 8/07 UIC-5I/5T Page 4 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells —In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
V. ATTACHMENTS
Provide the following items as 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 his or her
direction. G.S. 89E-13 requires that all drawings, reports, or documents involving geologic work which shall have been
prepared or approved by a licensed geologist or a subordinate under his or her direction be signed and sealed by him or
her.
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) 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
(3) 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.
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
Revised 8/07 UIC-5I/5T Page 5 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5T Wells —.In Situ Groundwater Remediation / Type 5T Wells —Tracer Injection
other electron acceptors and donors. The monitoring schedule should be consistent with the pace of the anticipated
reactions and rate of transport of the injectants and contaminants.
G. WELL DATA
Provide a tabulation of data on all existing or abandoned wells within 'A 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'' /a mile of the injection well or well system; and
f. all existing or abandoned wells within ' 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-section(s) to the known or projected depth of contamination, including:
a. horizontal and vertical extent of the contaminant plume, including isoconcentration lines
b. major changes in lithology
Revised 8/07 UIC-5I/5T Page 6 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
VI. CERTIFICATION•
I, Genna K. Olson(printed name of signing official) , hereby certify under penalty of law that
I have personally examined and am familiar with the information submitted in this document and all attachments
thereto 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 significant penalties,
including the possibility of fines and imprisonment, for avping false information. I agree to construct,
operate, maintain, repair, and if applicable, abando fkO, : l4.2g�111(s) and all related appurtenances in
accordance with the approved specifications and b t e �: : 'i 44P� it.
• 1.
Signature /c(j( - 1 (wE1! Tlate4/2—( / 0
Title: AgenYfor DSCA Petitioner #60-0028
If authorized agent is acting on behalf of the applri+yr�ri�?,s p y a,Yt;Y 'signed by the applicant authorizing the
above agent. 1���4.wilot• ,"
VII. CONSENT OF PROPERTY OWNER (if the property is not owned by the applicant)
("Owner" means any person who holds the fee or other property rights in the well being constructed. A well is
real property and its construction on land shall be deemed to vest ownership in the land owner, in the absence of
contrary agreement in writing.)
I, Center Propertied, P� ,3 ,iI-Qproperty owner) , as owner of the property on which the
injection well(s) are to be constructed and operated, hereby consent to allow the applicant to construct each
injection well as outlined in this application and agree that it shall be the responsibility of the applicant to ensure
that the injection well(s) conform to the Well Construction Standards (Title 15A NCAC 2C .0200)
Signature: See signed access agreement in Appendix 2
Title:
Date:
Submit TWO 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 8/07 UIC-5I/5T RECEIVED / DENR / DWQ Page 7 of 7
Aquifer Protection Section
APR 27 2009

A. SITE HISTORY
The site property is located at 4724 Sharon Road in Charlotte, North Carolina. The property is
owned by Center Properties SP, LLC and currently is occupied by Elite Cleaners, a dry cleaning
pick-up only station. Dry cleaning operations were performed on -site from approximately 1993
to 1998.
A Phase 11 Environmental Site Assessment (ESA) was completed at the site on May 31, 2001, by
Hart & Hickman, P.C. (Hart & Hickman). As part of the investigation, soil and groundwater
samples were collected from hand auger boring HA-1 and direct -push borings DP-1 and DP-2.
Laboratory analysis of the samples indicated evidence of a release of chlorinated drycleaning
solvents. Following the release discovery, the property owner submitted an application for
certification of the site into the North Carolina Drycleaning Solvent Cleanup Act (DSCA)
Program. The site was accepted into the program on July 2, 2002.
Hart & Hickman submitted a work plan to complete a Prioritization Assessment Report (PAR) to
the North Carolina Department of Environmental and Natural Resources (DENR) on August 5,
2004. This work plan was approved by DENR on October 12, 2004.
As part of the PAR, Hart & Hickman completed a receptor survey, records review, and conducted
soil and groundwater sampling. One hand auger boring (HA-2) was advanced and three
monitoring wells (MW-1 through MW-3) were installed to assess soil and groundwater impacts.
Laboratory analytical results for the soil samples indicated the presence of PCE adjacent to the
location of the former dry cleaning machine and two floor drains. Laboratory analytical results
for the groundwater samples indicated the presence of PCE in monitoring wells MW-1 through
MW-3 at concentrations in excess of Title 15A NCAC Subchapter 2L .0202 Groundwater
Standards (2L Standards). The receptor survey indicated one inactive water supply well
approximately 800 feet from the site and a surface water body (tributary to Little Sugar Creek)
approximately 910 feet downgradient of the site.
ATC Associates of North Carolina, P.C. (ATC) assumed work at the site on behalf of the DSCA
Program in 2007. During the time period from January 2007 through October 2008, ATC
conducted assessment activities to assess the extent of soil and groundwater impacts to the site.
As part of these activities, soil samples were collected from direct -push borings DP-3 through
1

DP-6, DP-24, DP-25, and DP-26 and hand auger boring HA-3. The results of the soil assessment
delineated an area of impacted soil beneath the former drycleaning machine and interior floor
drain areas and extending south and west of the building. Groundwater samples were collected
from direct -push borings DP-3, DP-7 through DP-22, and DP-27 through 31 as part of an initial
field screening assessment. Based on the direct -push data, permanent monitoring wells MW-4
through MW-14, MW-1D, MW-4D, MW-5D, MW-15BR, and MW-16BR were then installed.
The results of the groundwater assessment indicated a plume of impacted groundwater extending
from the site property approximately 1,000 feet downgradient to the west-northwest. Sampling of
the surface water body downgradient of the site indicated detectable PCE, but at concentrations
below Title 15A 2B .0200 Class C Surface Water Standards. The results of ATC's assessment
were documented in an Assessment Report dated March 2, 2009.
Upon completion of assessment activities, ATC completed a Tier 1 and 2 Risk Assessment in
accordance with the DSCA Program's Risk Based Corrective Action guidance. An initial draft
Risk Assessment was produced December 16, 2008, but has been updated several times as
additional data is collected. The results of the Tier 1 and 2 indicated that contaminant
concentrations in groundwater posed an unacceptable risk and groundwater remediation was
recommended. For the initial phase of remediation, ATC recommended completion of an
injection pilot test in the source area, as detailed in this UIC permit application. It should be
noted that additional assessment is currently underway to evaluate whether off -site remediation is
required. Depending on future monitoring data, ATC may request approval from the UIC
program for full-scale injection to include off -site remedial activities.
B. HYDROGEOLOGIC DESCRIPTION
The site is located in the Charlotte Belt geologic province with the primary bedrock formation
encountered consisting of massive to weakly foliated granitic rock. The surficial geology consists
of residual soils that have weathered from the underlying bedrock and typically transition into
increasingly consolidated saprolite materials. Based on soils encountered during drilling
operations, the subsurface soils consist of clayey silt transitioning into silt and sand with depth.
Bedrock was encountered at depths ranging from 20 to 63 feet below ground surface (bgs).
2

The movement in groundwater in the area typically occurs within two separate but interconnected
water -bearing zones. The first is a shallow water -bearing zone within the saprolite, and the
second is a deeper water -bearing zone within the underlying bedrock. The water bearing zone in
the unconsolidated saprolite is the target for the proposed remedial activities. Groundwater was
encountered in this zone at depths ranging from 6.36 to 21.46 feet bgs. The direction of
groundwater flow is towards the west at an estimated horizontal hydraulic gradient of 0.02.
Testing has not been conducted to confirm the hydraulic conductivity of the aquifer sediments.
However, based on published references and an evaluation of the plume migration distance, the
hydraulic conductivity in the most permeable aquifer zones is estimated at 4 feet per day. Based
on published references, the total porosity is estimated at 35 percent and the specific yield is
estimated at 20 percent. Using these values and the above referenced hydraulic gradient, the
groundwater flow velocity across the site is estimated at 0.4 feet per day (146 feet per year).
Assuming an average depth to bedrock of 50 feet, the transmissivity of the unconsolidated aquifer
is estimated at 200 square feet per day.
C. INJECTION FLUID COMPOSITION
The product to be injected is developed by Redox Tech and entitled Anaerobic Biochem ABC°
Plus (ABC+). ABC° is a patented mixture of lactates, fatty acids, and a phosphate buffer. ABC°
contains rapidly metabolized components as well as slow- and long-term releasing components.
The phosphate buffer provides phosphates, which are a micronutrient for bioremediation. In
addition, the buffer helps to maintain the pH in a range that is best suited for microbial growth.
ABC+ is a mixture of the ABC° formula and Zero Valent Iron (ZVI). ZVI is a proven injectate
for dechlorination of chlorinated solvent compounds. The MSDS for ABC and ZVI have been
attached in Appendix 3.
3

D. INJECTION RATIONALE
1. Goals of Injection
Based on the initial Risk Assessment results for the site, contaminant concentrations in
groundwater were found to pose an unacceptable risk for the Protection of Groundwater and
Protection of Surface Water pathways. The tentative cleanup goals for these pathways are 0.276
mg/L for PCE for Protection of Groundwater and 2.91 mg/L for PCE for Protection of Surface
Water. However, it should be noted that these cleanup goals are based on various assumptions
about future land use restrictions and assessment data. ATC proposes to complete the initial
source area injections as a pilot test, then the risk assessment will be updated to evaluate whether
additional remediation is warranted. If additional remediation is found to be warranted, ATC
may request approval from the UIC program for full-scale remedial activities.
2. Reactions Between Injectates and Contaminants
Chlorinated solvent compounds in groundwater can be treated in -situ by enhanced anaerobic
bioremediation. The primary mechanism for anaerobic degradation of chlorinated solvent
compounds is known as reductive dechlorination. In this process, chlorine atoms in the
chlorinated compounds are reduced by hydrogen. An electron donor, either hydrogen gas or a
precursor carbon compound, is necessary for the reaction to occur. Carbon sources can include
co -contaminants such as petroleum hydrocarbons or natural organic matter. If these carbon
sources are not metabolically available or are not sufficient, the anaerobic process can be
enhanced by introducing a food source into the subsurface.
ABC® contains lactates, esters, and fatty acids, which act as a food source for bacteria to
stimulate anaerobic biodegradation. ABC® also contains a phosphate buffer, which helps to
maintain the pH in a range that is best suited for microbial growth and provides phosphorus (a
micronutrient for bioremediation). However, care must be taken not to overstimulate the bacteria,
because in some instances, the desired bacteria may be overwhelmed by other bacteria (such as
methanogens). (This is why ABC® has slow- and long-term release compounds.)
The addition of ZVI to the ABC® product provides a number of advantages. Reductive
dechlorination of chlorinated compounds also occurs with the addition of ZVI, but via different
4

reaction mechanisms. The primary reduction mechanism is direct electron transfer from the ZVI
to the contaminants at the metal -water interface, resulting in dechlorination and the production of
ferrous iron. This is an immediate abiotic reaction that does not produce reductive dechlorination
(hydrogenolysis) by-products like dichloroethylene isomers or vinyl chloride. The speed of the
reaction will result in a more rapid dechlorination than ABC® alone. As a secondary
dechlorination mechanism, corrosion of iron metal yields ferrous iron and hydrogen, both of
which are possible reducing agents for chlorinated solvents.
3. Potential for Injectate to Change in the Subsurface
ABC® can be transformed into several molecules including propane-1,2-diol (propylene glycol),
propane-1,3-diol (trimethylene glycol), ethane-1,2-diol (ethylene glycol) plus methanol, and 2-
hydroxypropanoic acid (lactic acid) (Dasari et al., 2005). The first three transformations are
produced by hydrogenolysis and can be performed abiotically in the presence of a metal catalyst
and hydrogen.
Microorganisms can convert ABC® to lactic acid, propane-1,3-diol, and other compounds useful
for cell growth under both aerobic and anaerobic conditions (Garai-Ibabe et al., 2008; Beibl,
2001;Menzel et al., 1998; Abbad-Andaloussi et al., 1997; Dabrock et al., 1992; Dobrogosz and
Stone, 1962; Mann and White, 1957). The critical contribution of ABC® and its metabolites
undergoing further breakdown is the supply of energy or reducing power for cells which use this
for cell growth and other metabolic processes, including the destruction of contaminants.
The ABC formulation includes micro nutrients and pH buffering capacity to maintain pH
conditions in the optimal range to promote cell growth. Examples of case studies where ABC®
and ABC+ have been injected are attached in Appendix 4.
E. INJECTION PROCEDURE AND EQUIPMENT
ABC+ will be injected in 8 locations over an approximately 3,340-square foot area, as indicated on
Figure 3. Prior to the injection, ATC will mobilize to the site to evaluate the subsurface impacts
using Membrane Interface Probe (MIP) technology. This MIP assessment will be conducted in
an attempt to further evaluate the distribution of chlorinated solvents beneath the site. This
5

assessment data will be utilized to confirm the locations of each injection point. However, it
should be noted that ATC does not expect that the final injection locations will be beyond the
general area defined on Figure 3. At each location, injection will be performed from depths of
approximately 10 feet to 30 feet bgs. Approximately 8,400 pounds of ABC+ will be injected in
total. The injection activities are expected to last approximately four days.
Injection will be accomplished using a direct -push drilling rig and an injection trailer. The direct -
push rig will be equipped with the tooling typically required for injection activities. The injection
trailer will be equipped with a positive displacement pump, slurry mixing tank, mixer, and high
pressure injection hose. Diagrams and photographs of the injection system are included in Appendix
5 and the injection process is described below.
At the start of the injection, measured amounts of municipal water, ABC®, and granular ZVI will be
added to the slurry mixing tank and the mixer will be started. The injection rod will consist of a
1.25-inch outside diameter Geoprobe drill rod driven to the desired injection depth using a direct -
push drilling rig. A high pressure hose will extend from the mixing tank, to the injection pump, then
to a quick connect coupling on the injection rod. The injection rod assemblage is equipped with a
shut-off valve at the surface, and an injection head at the injection depth. An expendable point is
present which seals the injection head until the desired injection depth is reached. Once the injection
depth is reached, the injection pump is engaged, the injection head valve is opened, and the
expendable point is shed to facilitate injection.
Injection will be performed using a bottom up approach. Injection pressures may range from 10 to
500 pounds per square inch (psi) and injection flow rates may range from 2 to 20 gallons per
minute (gpm). The injection pressure will be monitored continuously using a pressure gauge and
the injection rate will be adjusted using the injection pump and valves. After injection at a
desired depth, the injection pump will be turned off and the injection head valve will be closed.
The process will then be repeated at the next injection interval. Once injection at a location is
complete, the residual pressure in the formation will be monitored until a safe level is reached.
The injection rod will then be withdrawn and the boring will be abandoned using hydrated
bentonite.
It should be noted that when injecting fluids into the subsurface, there is always the potential of
fluids flowing to the surface. This can occur in several ways but we generally divide potential
6

occurrences into two categories: flow -by and daylighting. Flow -by is defined as injectate fluid
that flows past the seal around the injection port (well or Geoprobe rods) and surfaces around the
injection port. This is prevented by carefully sealing the injection port with the proper type and
amount of materials (e.g., bentonite, grout, etc.). Daylighting occurs when injection fluid reaches
the surface some distance from the injection port. This short circuiting occurs because of the
availability of relatively high permeability pathways within the injection radius. These pathways
could be former borings that were not properly sealed or simply due to natural heterogeneity.
Daylighting can be controlled by properly sealing old borings, adjusting injection flow rates, or
simply moving the injection location a few feet.
F. MONITO1UNG PLAN
All wells in the injection area (MW-1, MW-2, MW-3), in addition to selected wells cross -gradient
and downgradient of the injection area (MW-4S, MW-5S, and MW-11) will be sampled prior to
injection of the ABC+. To monitor the injection, these wells will be sampled after two weeks then
monthly for the first three months. The wells will continue to be sampled six months, nine months,
and twelve months after the injection event. Sampling of the monitoring wells will be performed
using low flow sampling methods which include the monitoring of temperature, dissolved oxygen,
pH, oxidation-reduction potential, and specific conductivity. Water samples collected from the
monitoring wells will be analyzed for volatile organic compounds by EPA Method 8260 and total
organic carbon by Standard Method 5310B.
G. WELL DATA
Well construction details for monitoring wells and water supply wells in the area are included in
Tables 3 and 7, respectively.
7

TABLES
Note that the attached tables are presented in the forms required by the DSCA Program.
The numbering of the tables is specified in the forms. A summary of the tables attached
to this permit application is provided below:
Analytical Data Tables (ADT)
ADT 1: Site Chronology
ADT 2: Analytical Data for Soil
ADT 3: Monitoring Well Construction Data
ADT 4: Groundwater Elevation Data
ADT 5: Analytical Data for Groundwater (Standard List of Compounds)
ADT 6: Analytical Data for Surface Water
ADT 7: Water Well Survey Data
Note that ADT 8 and 9 contain data that is either not relevant to this site or not relevant to
this permit application. As such, these tables are not included in the attachments.

Analytical Data Tables
for
North Carolina Dry -Cleaning Solvent Cleanup Act Program
Facility Name:
Sharon Cleaners
4724 Sharon Road, Charlotte, North Carolina...
DSCA ID No.:
60-0028
Submittal Date:
4/22/2009
Prepared By
ATC Associates of North. Carolina,; P.C.
2725 East Millbrook Road, Suite 121, Raleigh, North Carolina-27604

Table 1: Site Chronology ADT 1
DSCA ID No.: 60-0028
Chronology of Events
Date
Instructions: Brief description of all significant events that have occurred since a problem was
suspected at the facility. Commence with the first date a problem was suspected and continue
through the most recent activity described in the current report.
5/20/1992
Sharon Cleaners located on the property.
12/1/1993
Drycleaning operations started at the property.
3/1/1994
Mr. Chong Lee leased the property.
6/1/1996
M&S Cleaners located on the property.
9/30/1998
Drycleaning operations discontinued at the property.
10/1/1998
Elite Cleaners started operations at the property. Elite Cleaners is a drop off location only with no on site drycleaning.
Elite Cleaners is the current occupant of the property.
5/31/2001
Phase II ESA Results completed by Hart & Hickman, PC. Three soil samples (HA-1, DP-1, and DP-2) and one water
sample (DP-1) were collected. PCE was discovered in two of the soil samples (HA-1 and DP-1) and the water sample
(DP-1).
3/1/2002
The property owner, Center Properties SPE, LLC, submitted a petition for certification of the site into the DSCA
Program. The site was subsequently certified into the program of July 2, 2002.
4/7/2005
Prioritization Assessment Report completed by Hart & Hickman. PC. One soil sample (HA-2) was collected from within
the property building and three permanent wells (MW-1 through MW-3) were installed. PCE was discovered in all the
samples.
1/23/2007 through
1/29/2007
ATC Associates performs soil and groundwater sampling with an onsite mobile lab to assess the extent of soil and
groundwater contamination. Soil samples were collected from DP-3 through DP-6, DP-24, DP-25, and DP-26.
Groundwater samples were collected from DP-3, DP-7 through DP-22, DP-27 through 31, and MW-1 through MW-3.
6/4/2007 through
6/7/2007
ATC Associates installed monitoring wells MW-4 through MW-9, MW-11 through MW-14, MW-1D, MW-4D and MW-5D. ATC
collected groundwater samples from monitoring wells MW-1, MW-1D, MW-2, MW-3, MW-4, MW-4D, MW-5 through MW-9, and
MW-11 through MW-14. • Three surface water samples (SW-1, SW-2, and SW-3) were collected. Two soil samples were collected
from HA-3 which was placed within the property building.
10/14/08 through
10/19/08
ATC installed monitoring wells MW-10, MW-15BR and MW-16BR.
10/28/08 through
10/30/08
ATC collected groundwater samples from all of the monitoring wells (MW-1, MW-1D, MW-2, MW-3, MW-4, MW-4D,
MW-5 through MW-14, MW-15BR, and MW-16BR).
Page 1 of 1

Table 2: Analytical Data for Soil ADT 2
DSCA ID No.: 60-0028
U
2
I4
rn
,D
Aw,Lii
4-,
079
2
a.
cGC
yO
O
O
V
w
O
.0
ro
N
N
❑o❑
cd
CU
O
O
V
N
U
ccd
O
P.
Q
a
T
'.�
O
O
C%
a)
cOa
w
O
O
Q U
N Q
N
N
W
O
IU-,
Q
N
N
CO
,'Ud
O
0
U
-.
?
cad
U
O
,.G
U
c
0
O
v
�-'
r'il
ci
=
N
ii
C.T.
I-.
N
p
2'.
�? _
y
aJ F
-
0
it
.=
Q.
Z
C
ti
�'
N
O2
O
cd
N
F
O
E-
a>
y
N
o
O
U
A
y
cC0
C
.�
T
a)
O
.0
•83
H
'OU-
O
T
2
>
.�
is
.2
_y
•�
X
ring/kg]
HA-1
4-5
5/4/01
<0.0071
<0.0071
<0.0071
<0.0071
<0.0071
0.0022
NA
NA
<0.0071
<0.0071
<0.0071
NA '
NA
NA
0.74
NA
<0.0071
<0.0071
<0.014
NA
1{A-2
2-3
11/16/04
<0.0021
<'0.0021
<0.0021
<0.0021
<0.0021 •
<0.0021
<0.0021
NA
<0.0021
<0.0021
<0.0021
<0.0021
NA
<0.00538
0.0451
<0.0021
<0.0021
<0.0021
<0.0021
<0.0021
HA-3
4'
6/6/07
NA
NA
NA
NA
<0.010
NA
<0.010
NA
NA
NA
<0.010
<0.010
NA
NA
<0.010
<0.010
<0.010
<0.010
<0.010
<0.010
HA-3
8'
6/6/07
NA
NA
NA
NA
<0.010
NA
<0.010
NA
NA
NA
<0.010
<0.010
NA
NA
<0.010
<0.010
<0.010
<0.010
<0.010
<0.010
DP-1
2-3
5/4/01
<0.0061
<0.0061
<0.0061
<0.0061
<0.0061
<0.0061
NA
NA
<0.0061
<0.0061
<0.0061
NA
NA
NA
0.007
NA
<0.0061
<0.0061
<0.012
NA
DP-2
2-3
5/4/01
<0.0063
<0.0063
<0.0063
<0.0063
<0.0063
<0.0063
NA
NA
<0.0063
<0.0063'
<0.0063
NA
NA
NA
<0.0063
NA
<0.0063
<0.0063
<0.013
NA
DP-3
5
1/24/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
0.0044
<0.001
<0.001
<0.001
<0.003
<0.004
139-4
3-5
1/24/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.006
<0.006
0.006
<0.001
<0.001
<0.001
<0.003
<0.004
DP-5
3-5
1/24/07
<0.056
<0.113
<0.056
<0.056
<0.056
<0.056
<0.056
NA
<0.056
<0.056
<0.056
<0.056
<0.281
<0.281
2.2
<0.056
<0.056
<0.056
<0.113
<0.169
139-6
1-3
1/24/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.006
<0.006
0.0022
<0.001
<0.001
<0.001
<0.003
<0.004
139-6
7-9
1/24/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
0.049
<0.001
<0.001
<0.001
<0.003
<0.004
DP-24
2-4
1/29/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
<0.001
<0.001
<0.001
<0.001
<0.003
<0.004
139-24
8-9
1/29/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
<0.001
<0.001
<0.001
<0.001
<0.003
<0.004
139-25
4-6
1/29/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
<0.001
<0.001
<0.001
<0.001
<0.003
<0.004
DP-25
7-9
1/27/07
<0.001
<0.003
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
0.0043
<0.001
<0.001
<0.001
<0.003
<0.004
DP-26
8-10
1/27/07
<0.001
<0.003
<0.001
<0.001
<0.001 .
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
<0.007
<0.001
<0.001
<0.001
<0.001
<0.003
<0.004
Soil Samples Collected Within or Below the Capillary Fringe / Groundwater Table Depth
DP-3
11
1/24/07
<0.064
<0.128
<0.064
<0.064
<0.064
<0.064
<0.064
NA
<0.064
<0.064
<0.064
<0.064
<0.321
<0.321
1.1
<0.064
<0.064
<0.064
<0.128
<0.192
DP-4
9-11
1/24/07
<0.002
<0.003
<0.002
<0.002
<0.002
<0.002
<0.002
NA
<0.002
<0.002
<0.002
<0.002
<0.008
<0.008
0.024
<0.002
<0.002
<0.002
<0.003
<0.005
139-5
9-11
1/24/07
<0.113
<0.235
<0.113
<0.113
<0.113
<0.113
<0.113
NA
<0.113
<0.113
<0.113
<0.113
<0.588
<0.588
1.3
<0.001.
<0.113
<0.113
<0.235
<0.348
139-26
10-12
1/27/07
<0.001
<0.003
<0.001
<0.001
<0.001.
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.007
, <0.007
0.008
<0.001
' <0.001
<0.001
<0.003
<0.004
«l.T s. ?){61•,
I ... 1' J-r
within
.3, o`.��
or below the
t-_
capillary
1 ITm •7._�. re,I&'l1_k.k, ' :?42
fringe / groundwater table depth
i; 1.r1f
were not
J,+' 1g Z'1 :G
used in Tier 1/2
I •I3e ...J1u ue.a)13 9.•
assessments.
2.P'a?r
_ti
-.
.
111
3,.':,',
Note: Soil borings collected
1
1 t
_ _��� __ _•_ e _ �__ _ _'�_ __ u-
I
Page 1 of 1

td
td
I . MW-5D
?
•
C1
MW-14 - - -
W
N
...
MW-10 -
b
CO
v
01
In
?
MW-3
N
$.-'
CT [PM
C
n
C
01
O
1
O
O
N
O
Table 3: Monitoring Well Construction Data ADT 3
o
—
O
00
O
—
n-,
O
CO
CT,
u
In
O
�1
ON
O,
O
�l
CT,
ON
O
�1
ON
—
4..
O
�]
CA
.
A
O
�l
CT,
.A
-
O
�1
CT,
-
O
�1
10/17/08
m
U
O
�1
e
U
O
�1
6/4/07
rn
.
A
O
�l
rn
t
O
--1
rn
Oi
O
�1
C
01
A
•
-.
0
A
•
C
�'
0
A
Date Installed
(mm/dd/yy)
---,
-
N
N
N
N
N
N
N
--.
N
N
N
N
N
N.
.
Number of Samples
75
U
48
47
40
0
N
20
24
�1
In
W
N
22.5
U
25
�1
-
4
Well Depth
[feet]
N
N
--,
---'
N
N
N
-
N
N
N
N
N-
N
N
N
Well Diameter
[inch]
�
Vi
O
U
43-48
42-47
35-40
l
O
�1
N
0
O
14-24
__
N
J
O
U
8-23
N
N
v
lO r
O
ln,
10-25
r
0--,
--L
Screen Interval
[feet]
Active
Active
Active
Active
Active
Active
Active
Active
Active
Status
(Active/Inactive)

Table 4: Groundwater Elevation Data ADT 4
DSCA ID No.: 60-0028
Groundwater
Sampling Point
Sampling Date
(mm/dd/yy)
TOC Elevation
[feet]
Depth to Water
[feet bgs]
Groundwater
Elevation
[feet]
Depth to NAPL
[feet bgs]
NAPL Thickness
[feet]
Corrected*
Groundwater
Elevation [feet]
MW-1
9/17/2004
694.38
11.91
682.47
ND
N/A
N/A
MW-1
1/24/2007
694.38
10.74
683.64
ND
N/A
N/A
MW-1
6/12/2007
694.38
11.21
683.17
ND
N/A
N/A
MW-1
10/28/2008
694.38
13.31
681.07
ND
N/A
N/A
MW-2
9/17/2004
694.27
11.57
682.70
ND
N/A
N/A
MW-2
1/24/2007
694.27
10.32
683.95
ND
N/A
N/A
MW-2
6/12/2007
694.27
10.78
683.49
ND
N/A
N/A
MW-2
10/28/2008
694.27
13.02
681.25
ND
N/A
N/A
MW-3
9/17/2004
694.62
12.58
682.04
ND
N/A
N/A
MW-3
1/24/2007
694.62
11.3
683.32
ND
N/A
N/A
MW-3
6/12/2007
694.62
11.72
682.9
ND
N/A
N/A
MW-3
10/28/2008
694.62
13.67
680.95
ND
N/A
N/A
MW-4
6/12/2007
691.45
12.97
678.48
ND
N/A
N/A
MW-4
10/29/2008
691.45
14.85
676.60
ND
N/A
N/A
MW-5
6/12/2007
689.94
14.77
675.17
ND
N/A
N/A
MW-5
10/30/2008
689.94
16.67
673.27
ND
N/A
N/A
MW-6
6/12/2007
682.66
12.35
670.31
ND
N/A
N/A
MW-6
10/30/2008
682.66
13.48
669.18
ND
N/A
N/A
MW-7
6/12/2007
676.07
12.94
663.13
ND
N/A
N/A
MW-7
10/29/2008
676.07
14.45
661.62
ND
N/A
N/A
MW-8
6/12/2007
664.41
6.36
658.05
ND
N/A
N/A
MW-8
10/29/2008
664.41
6.51
657.90
ND
N/A
N/A
MW-9
6/12/2007
673.92
12.93
660.99
ND
N/A
N/A
MW-9
10/29/2008
673.92
14.94
658.89
ND
N/A
N/A
MW-10
10/30/0/8
682.38
12.31
670.07
ND
N/A
N/A
MW-11
6/12/2007
703.12
19.21
683.91
ND
N/A
N/A
MW-11
10/30/2008
703.12
23.07
680.05
ND
N/A
N/A
MW-12
6/12/2007
695.71
10.35
685.36
ND
N/A
N/A
MW-12
10/29/2008
695.71
13.22
682.49
ND
N/A
N/A
MW-13
6/12/2007
689.35
12.7
676.65
ND
N/A
N/A
MW-13
10/29/2008
689.35
15.92
673.43
ND
N/A
N/A
MW-14
6/12/2007
693.03
19.7
673.33
ND
N/A
N/A
MW-14
10/29/2008
693.03
21.46
671.57
ND
N/A
N/A
Page 1 of 2

Table 4: Groundwater Elevation Data
ADT 4
DSCA ID No.: 60-0028
Groundwater
Sampling Point
Sampling Date
(mm/dd/yy)
TOC Elevation
[feet]
Depth to Water
[feet bgs]
Groundwater
Elevation
[feet]
Depth to NAPL
[feet bgs]
NAPL Thickness
[feet]
Corrected*
Groundwater
Elevation [feet]
MW-1D
6/12/2007
693.63
10.63
683.00.
ND
N/A
N/A
MW-1D
10/28/2008
693.63
12.81
680.82
ND
N/A
N/A
MW-4D
6/12/2007
691.50
12.59
678.91
ND
N/A
N/A
MW-4D
10/29/2008
691.50
14.5
677.00
ND
N/A
N/A
MW-5D
6/12/2007
690.14
14.91
675.23
ND
N/A
N/A
MW-5D
10/30/2008
690.14
16.52
673.62
ND
N/A
N/A
MW-15BR
10/30/2008
694.2
17.74
676.46
ND
N/A
N/A
MW-16BR
10/29/2008
678.78
17.02
661.76
ND
N/A
N/A
Page 2 of 2

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Sampling Date (mm/dd/yy)
Groundwater Sampling Point
Xylenes (total)
Vinyl chloride
Trichloroethylene
N
d
o•
O
0"C
O
N
co
Toluene
Tetrachloroethylene
Naphthalene
Methyl tert-butyl ether
(MTBE)
st•
Et
N
0
cis-1,2-Dichloroethylene
o
0
O
Carbon tetrachloride
Benzo(a)pyrene
Benzene
1,2-Dichloroethane
(EDC)
1,1-Dichloroethylene
C7
p
O
co
0•w'
N
1,1,2-Trichloroethanae
1,1,2,2-Tetrachloroethane
1,1,1-Trichloroethane
8Z00-09 :'oj QI vDSQ
S iuv .1 t Mpunoao aoj e;eQ leagSpuy :S ojne.L

Table 5: Analytical Data for Groundwater ADT 5
DSCA ID No.: 60-0028
o
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ti
a
XU
[mg/L]
DP-19 (24-28)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
DP-20 (16-20)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
D1'-20 (30-32)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
DP-21 (18-22)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
0.006
<0.001
<0.005
<0.005
0.17
<0.001
<0.001
0.0059
<0.002
<0.003
DP-21 (30-34)
1/27/07
<0.001
<0.002.
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
0.013
<0.001
<0.005
<0.005
0.19
<0.001
<0.001
0.0092
<0.002
<0.003
DP-22 (21-25)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
0.0039
<0.001
<0.001
<0.001
<0.002
<0.003
DP-27 (12-14)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
DP-27 (43-47)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
0.0017
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
DP-28(14-18)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
0.0062
<0.001
<0.001
<0.001
<0.002
<0.003
DP-29 (15-17)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
0.0083
<0.001
<0.001
<0.001
<0.002
<0.003
DP-30 (16-20)
1/27/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
DP-30 (24-28)
1/27/07
<0.001
<0.002
<0.001
<0.00 1
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
DP-31 (18-22)
1/29/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001.
<0.001
<0.001
<0.002
<0.003
DP-31 (24-28)
1/29/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
<0.001
<0.001
<0.001
<0.001
<0.002
<0.003
MW-1
11/16/04
<0.001
0.0019
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
0.0017
<0.00.1
<0.001
NA
<0.005
3.55
<0.001
<0.001
0.013
<0.001
<0.001
MW-1
1/23/07
<0.250
<0.500
<0.250
<0.250
<0.250
<0.250
<0.250
NA
<0.250
<0.250
<0.250
<0.250
<1.250
<1.250
9.6
<0.250
<0.250
<0.250
<0.500
<0.750
MW-1
6/7/07
NA
NA
NA
NA
<0.100
NA
<0.100
NA
NA
NA
<0.100
<0.100
NA
NA
6.1
<0.100
<0.100
<0.100
<0.100
<0.100
MW-1
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
0.0012J
0.012
<0.005
<0.005
0.00082J
4
<0.005
<0.005
0.01
<0.01
<0.005
MW-1D
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-1D
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
0.00052J
<0.005
<0.005
<0.005
0.00086J
0.0057
<0.005
<0.005
--V0.UUL
<0.01
<0.005
MW-2
11/16/04
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
NA
<0.005
0.118
<0.001
<0.001
<0.001
<0.001
<0.001
MW-2
1/23/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
<0.001
<0.001
<0.005
<0.005
0.25
<0.001
<0.001
<0.001
<0.002
<0.003
MW-2
6/7/07
NA
NA
NA
NA
<0.010
NA
<0.010
NA
NA
NA
<0.010
<0.010
NA
NA
0.25
<0.010
<0.010
<0.010
<0.010
<0.010
MW-2
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.0006J
0.24
<0.005
<0.005
�U.UUL
0
<0.01
<0.005
MW-3
11/16/04
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
0.0093
<0.001
NA
<0.005
1.18
<0.001
<0.001
0.0064
<0.001
<0.001
MW-3
1/23/07
<0.001
<0.002
<0.001
<0.001
<0.001
<0.001
<0.001
NA
<0.001
<0.001
0.0051
<0.001
<0.005
<0.005
0.12
<0.001
<0.001
0.0022
<0.002
<0.003
MW-3
6/7/07
NA
NA
NA
NA
<0.010
NA
<0.010
NA
NA
NA
<0.010
<0.010
NA
NA
0.19
<0.010
<0.010
<0.010
<0.010
<0.010
MW-3
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
0.0055
<0.005
<0.005
0.000791
0.32
0.0008J
<0.005
0.0019J
<0.01
0.000633
Page 2 of 6

Table 5: Analytical Data for Groundwater ADT 5
DSCA ID No.: 60-0028
>E
a
00
'"
a�i
3
.t
6'
-
O
bp
p
a
❑
a7
0
0
'i.
t'
.--i
•---
O
O
O
cOC
y
E';'
N
N
.--�
co
N
O
0
's:
E-
N
.-.
N
cCd
O
0
.�
Q
-
C
T
O
O
Q
-
ON
cd
O
O
..0
U
Q
.: c,
a�
a�i
G
O
,6.a.,
`:
o
N
fA
'Llo
O
cVa
y
0
p
U
w
0
O
U
0
O
-
(�
N
rn
ci
q
N
0
p
>.
W�
0
S
-O
N
>, W
(-�
N
is
00
Z
a�
a�
00
H
0
.7
Fo
0
O
U
i
�`!
r
G
i
00
00
ti
v
[
'O
O
00
q
iC
.✓
rn
X
[mg/L]
MW-4
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
0.002
<0.001
NA
NA
0.0446
<0.001
<0.001
0.0042
<0.001
<0.001
MW-4
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
0.0042
<0.005
<0.005
0.00069J
0.078
0.001J
<0.005
0.0086
<0.01
0.00076J
MW-4D
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA.
<0.001
<0.001
NA
NA
0.0019
<0.001
<0.001
<0.001
<0.001
<0.001
MW-4D
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
0.00054J
<0.005
<0.005
<0.005
0.000621
0.0021
<0.005
<0.005
'-u.„vuL
<0.01
<0.005
MW-5
6/7/07
NA
NA
NA
NA
<0.010
NA
<0.010
NA
NA
NA
<0.010
<0.010
NA
NA
0.058
<0.010
<0.010
<0.010
<0.010
<0.010
MW-5
10/29/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
0.0022J
<0.005
<0.005
0.00054J
0.072
<0.005
<0.005
0.0035
<0.01
<0.005
MW-5D
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
0.0026
<0.001
NA
NA
0.12
<0.001
<0.001
0.0045
<0.001
<0.001
MW-5D
10/29/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
0.00074J
0.0019J
<0.005
<0.005
0.00053J
0.022
<0.005
<0.005
0.0018J
<0.01
<0.005
MW-6
6/7/07
NA
NA
NA
NA
<0.010
NA
<0.010
NA
NA
NA
0.01
<0.010
NA '
NA
0.21
<0.010
<0.010
<0.010
<0.010
<0.010
MW-6
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
0.015
<0.005
<0.005
0.00055J
0.19
<0.005
<0.005
0.012
<0.01
<0.005
MW-7
6/5/07
NA
NA
NA
NA
<0.001
NA
0.0017
NA
NA
NA
<0.001
0.0013
NA
NA
<0.001
0.0086
<0.001
<0.001
<0.001
0.0069
MW-7
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
0.0007J
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.00059J
0.00053J
<0.005
<0.005
`u.�uuL
<0.01
<0.005
MW-8
6/6/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-8
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.000593
0.000531
<0.005
<0.005
W.UUL
0
<0.01
<0.005
MW-9
6/6/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-9
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.000573
`viuu
<0.005
<0.005
�v.� VG
<0.01
<0.005
MW-10
10/29/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
' NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.00056J
u 7 vu
<0.005
<0.005
`u.�uuL
<0.01
<0.005
MW-11
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-11
10/29/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.00051J
`u.vuv
<0.005
<0.005
w.0 uL
<0.01
<0.005
MW-12
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-12
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.0008J
�u'uuu
0.0017J
<0.005
.-u'o uL
<0.01
0.0011J
MW-13
6/7/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
MW-13
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.000563
�u.wuu
<0.005
<0.005
`U.uL
0
<0.01
<0.005
MW-14
6/5/07
NA
NA
NA
NA
<0.001
NA
<0.001
NA
NA
NA
<0.001
<0.001
NA
NA
<0.001
0.0022
<0.001
<0.001
<0.001
0.0014
MW-14
10/28/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005
<0.005
<0.005
<0.005
0.000577
`u wu
<0.005
<0.005
`u.0 uL
<0.01
<0.005
MW-15BR
10/29/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
0.00055J
0.0095
<0.005
<0.005
0.00059J
0.25
<0.005
<0.005
0.0026J
<0.01
<0.005
MW-16BR
10/29/08
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
NA
<0.005
<0.005.
0.0017J
<0.005
<0.005
.0.000523
0.07
<0.005
<0.005
0.0019J
<0.01
<0.005
_ at
.01N
- a2 •ECM. Bt `''
.®.07
an,
MA
AitioNEiI 0
goof
oOA.
-":m.-,ir-f ;-
0
` �J s 1co ,6A
I 7. '
Page 3 of 6

Table 5(1): Analytical Data for Groundwater (User Specified Chemicals) ADT 5(1)
DSCA ID No.: 60-0028
a
00
a
2c❑d
N
b
o
6
.
0)
fa
O
y
d
7)
0)
O
U
a)'-
.b
O
U
N
O
.��y+
N
O
O
O
O
V
F~
[mg/LJ
DP-1
5/4/01
NA
<0.001
<0.001
<0.001
DP-3(18-22)
1/24/07
NA
<1.25
NA
<1.25
DP-7(9-13)
1/24/07
NA
<0.005
NA
<0.005
DP-7(32-36)
1/24/07
NA
<0.005
NA
<0.005
DP-8 (12-16)
1/24/07
NA
<0.005
NA
<0.005
DP-8 (28-32)
1/25/07
NA
<0.005
NA
<0.005
DP-9(20-24)
1/24/07
NA
<0.005
NA
<0.005
DP-9 (44-48)
1/24/07
NA
<0.005
NA
<0.005
DP-10 (14-18)
1/25/07
NA
<0.025
NA
<0.025
DP-10(28-32)
1/25/07
NA
<0.005
NA
<0.005
DP-11 (24-28)
1/25/07
NA
<0.005
NA
<0.005
DP-11 (40-44)
1/25/07
NA
<0.005
NA
<0.005
DP-11 (48-52)
1/25/07
NA
<0.005
NA
<0.005
DP-I2(32-36)
1/25/07
NA
<0.005
NA
<0.005
DP-12 (44-48)
1/25/07
NA
<0.005
NA
<0.005
DP-13 (22-26)
1/26/07
NA
<0.005
NA
<0.005
DP-13 (43-47)
1/26/07
NA
<0.005
NA
<0.005
DP-14 (20-24)
1/26/07
NA
<0.025
NA
<0.025
DP-14 (28-32)
1/26/07
NA
<0.025
NA
<0.025
.
DP-I5 (20-24)
1/26/07
NA
<0.005
NA
<0.005
DP-15 (32-36)
1/26/07
NA
<0.005
NA
<0.005
DP-16 (16-20)
1/26/07
NA
<0.005
NA
<0.005
DP-16 (32-36)
1/26/07
NA
<0.005
NA
<0.005
DP-I6 (40-44)
1/26/07
NA
<0.005
NA
<0.005
DP-17 (30-34)
1/26/07
NA
<0.005
NA
<0.005
DP-17 (43-47)
1/26/07
NA
<0.005
NA
<0.005
DP-18 (20-24)
1/26/07
NA
<0.005
NA
<0.005
DP-18 (48-52)
1/26/07
NA
<0.005
NA
<0.005
Page 4 of 6

Table 5(1): Analytical Data for Groundwater (User Specified Chemicals) ADT 5 I)
DSCA ID No.: 60-0028
Groundwater Sampling Point
Sampling Date (mm/dd/yy)
o
d
8
E
0
U
Methylene chloride
Trichlorofluoromethane
[mg/L]
DP-19 (24-28)
1/27/07
NA
<0.005
NA
<0.005
DP-20 (16-20)
1/27/07
NA
<0.005
NA
<0.005
DP-20 (30-32)
1/27/07
NA
<0.005
NA
<0.005
DP-21 (18-22)
1/27/07
NA
<0.005
NA
<0.005
DP-21 (30-34)
1/27/07
NA
<0.005
NA
<0.005
DP-22 (21-25)
1/27/07
NA
<0.005
NA
<0.005
DP-27(12-14)
1/27/07
NA
<0.005
NA.
<0.005
DP-27 (43-47)
1/27/07
NA
<0.005
NA
<0.005
DP-28 (14-18)
1/27/07
NA
<0.005
NA
<0.005
DP-29 (15-17)
1/27/07
NA
<0.005
NA
<0.005
DP-30 (16-20)
1/27/07
NA
<0.005
NA
<0.005
DP-30 (24-28)
1/27/07
NA
<0.005
NA
<0.005
DP-31 (I8-22)
1/29/07
NA
<0.005
NA
<0.005
DP-31 (24-28)
1/29/07
NA
<0.005
NA
<0.005
MW-1
11/16/04
<0.025
<0.001
�V.uuL
<0.001
MW-1
1/23/07
NA
<1.25
NA
<1.25
MW-1
6/7/07
NA
NA
NA
NA
MW-1
10/28/08
<0.05
0.0025J
<0.005
<0.005
MW-1D
6/7/07
NA
NA
NA
NA
MW-1D
10/28/08
<0.05
<0.005
<0.005
<0.005
MW-2
11/16/04
<0.025
<0.001
�u's uL
<0.001
MW-2
1/23/07
NA
<0.005
NA
<0.005
MW-2
6/7/07
NA .
NA
NA
NA
MW-2
10/28/08
<0.05
0.0022J
<0.005
<0.005
MW-3
. 11/16/04
<0.025
<0.001
�u•uuL
<0.001
MW-3
1/23/07
NA
<0.005
NA
<0.005
MW-3
6/7/07
NA
NA
NA
NA
MW-3
10/28/08
<0.05
0.0011J
<0.005
<0.005
Page 5 of 6

Table 5(1): Analytical Data for Groundwater (User Specified Chemicals) ADT 5(1)
DSCA ID No.: 60-0028
o
o
.
v
i
c7
I
+p+
cd
Q
g
Q
a)
'
§
p
U
b
o
V
G
N
q
0
O
.
O
E-.
[mg/Li
MW-4
6/7/07
NA
NA
NA
NA
MW-4
10/28/08
<0.05
0.0016J
<0.005
<0.005
MW-4D
6/7/07
NA
NA
NA
NA
MW-4D
10/28/08
<0.05
0.0031J
<0.005
<0.005
MW-5
' 6/7/07
NA
NA
NA
NA
MW-5
10/29/08
<0.05
0.002J
<0.005
<0.005
MW-5D
6/7/07
NA
NA
NA.
NA
MW-5D
10/29/08
<0.05
0.0014J
<0.005
<0.005
MW-6
6/7/07
NA
NA
NA
' NA
MW-6
10/28/08
<0.05
0.0012J
<0.005
<0.005
MW-7
6/5/07
NA
NA.
NA
NA
MW-7
10/28/08
<0.05
0.0012J
<0.005
<0.005
MW-8
6/6/07
NA
NA
NA
NA
MW-8
10/28/08
<0.05
0.0088
<0.005
<0.005
MW-9
6/6/07
NA
NA
NA
NA
.. MW-9
10/28/08
<0.05
0.0013J
<0.005
<0.005
MW-10
10/29/08
<0.05
0.0027J
<0.005
<0.005
MW-11
6/7/07
NA
NA
NA
NA
MW-11
10/29/08
0.017J
<0.005
0.00082J
<0.005
MW-12
6/7/07
NA
NA
NA
NA
MW-12
10/28/08
<0.05
0.0031J
<0.005
<0.005
MW-13
6/7/07
NA
NA
NA
NA
MW-13
10/28/08
<0.05
0.002J
<0.005
<0.005
MW-14
6/5/07
NA
NA
NA
NA
MW-14
10/28/08
<0.05
0.0015J
<0.005
0.0018J
MW-15BR
10/29/08
0.0053J
0.0019J
<0.005
<0.005
MW-16BR
10/29/08
<0.05
0.0027J
<0.005
<0.005
r
Page 6 of 6

cn
c'S
lv w
cf)
N
cn
.--
Sample ID
IDSCA ID No.: 60-0028
Table 6: Analytical Data for Surface Water ADT 6
N
Cr
o
01
0
ON
o
Sampling Date (mm/dd/yy)
a
a
Y
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
z
z
z
1,1,2-Trichloroethanae
a
a
1,1-Dichloroethane
aa
a
1,1-Dichloroethylene
11 o
A
0
A
0
1,2-Dichloroethane
(EDC)
z
y
z
a
z
Y
Benzene
n
0
b
0
n
0
b
0
n
0
.o
0
Benzo(a)pyrene
aa
Carbon tetrachloride
4A
06
a
„
Chloroform
aa
a
cis-1,2-Dichloroethylene
0 A
0
A
0
A
o
Ethylbenzene
A
0
0
0
A
0
0
0
A
0
o
0
Methyl tert-butyl ether
(MTBE)
: z
z
a
z
a
Naphthalene
a
Tetrachloroethylene
n
0
o
0
0
rn
0
o
w
Toluene
OA
o
0
o
0
0
no
o
0
trans-1,2-Dichloroethylene
n
•o
A
0
A
o
Trichloroethylene
A
0
0
A
0
0
A
0
o
cp
Vinyl chloride
0
o
0
0
0
o
Xylenes (total)
i0z0
o 0 o
0 0 0

Table 7: Water We11(s) Survey Data ADT 7
DSCA ID No.: 60-0028
Ref. No./
Well ID
Owner's Name &
Physical Address
Telephone
Number
Well On
Site (Y/N)
Distance
from
Source
[feet]
Well
Depth
[feet]
Screen
Interval
[feet]
Use of Well
Source of Well
Identification
Direction
(downgradient,
upgradient, etc., to
source area)
Status
(Active/
Inactive)
Maria Copsis
4916 Sharon Road
Charlotte, NC
Unknown
N
800 ft south
unknown
unknown
Not in use
Prior receptor
survey
crossgradient
Inactive
Page 1 of 1

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3: Proposed Injection Area Map
Figure 4: Water Supply Well Location Map
Figure 5: Soil Analytical Results
Figure 6: Groundwater Elevation Contour Map
Figure 7: Groundwater PCE Isoconcentration Map
Figure 8a: Cross -Section Location Map
Figure 8b: Geologic Cross -Section A -A'

m 200r .4100, 600,
yds 200 400' 600'
Site Location Map
Former Sharon Cleaners
4724 Sharon Road
Charlotte, North Carolina
Project No.:
45.34341.6028
Scale:
See Above
Figure 1
1
Raleigh, North Carolina 27604
PH: 919-871-0999
FAX: [phone]
N

5
J.
•
. r' f ti p.' �•".~:."-, -
../, tir_ :'if
m I 200, .400, £0dI
yds 200' 400' 600'
• r
,
692. II
Water Supply Well Location Map
Former Sharon Cleaners
4724 Sharon Road
Charlotte, North Carolina
Project No.:
45.34341.6028
Scale:
See Above
Figure 1
4
Raleigh, North Carolina 27604
PH: 919-871-0999
FAX: [phone]

LEGEND
PROPOSED INJECTION WELL LOCATION
▪ MONITORING WELL LOCATION (TYPE II)
• SOIL BORING LOCATION
- - — PROPERTY LINE
FENCE LINE
— —W— — WATER LINE
— — G — — GAS LINE.
— — S — — SEWER LINE (6' BELOW GROUND SURFACE)
- — -SD- - STORM DRAIN (4' BELOW GROUND SURFACE)
—E ELECTIC• LINE (ABOVE -GROUND)
SO SANITARY SEWER MANHOLE
- G"'
ASPHALT
STORM`
DRAIN
c
\
HA-1
DP-6•
0
\
DP-2
/
0
WATER
METER \
AREA PROPOSED FOR INITIAL PHASE OF REMEDIATION
CLEANUP GOAL IS 0.276 mg/L FOR PCE.
ESTIMATED DEPTH OF IMPACT IS 10'-30'.
AREA IS 3,340 sq. ft.
• HA-3
FORMER DRY
CLEANING •MACHINE
A-2
BOILER
ROOM
DRAIN
POWER
METERS
GROUNDING
ROD
GAS
METER
DP-24
FORMER
SHARON
CLEANERS
TENTATIVE INJECTION WELL LOCATIONS TO
BE CONFIRMED BASED ON THE RESULTS
OF MIP ASSESSMENT
w
0
z
9
00
CO
N
d0
z CO
•
d
a N1
id
0
00
0
0
N
I
0
N
0
w
• II
CO 2
m
a co
w co
a
w
0
0 CO
w

r
1

LEGEND
w
SURFACE WATER
BODY
-
•
MW-7
(0.00053J) II
SW -a
MW-8
(0.00053J)
I I
I I I
I I MW-9 I--- -
(<0.0007) I
EASTBURN ROAD
27
F
MONITORING WELL LOCATION (TYPE II)
DIRECT PUSH BORING LOCATION
SURFACE WATER SAMPLE LOCATION
—0.07 PCE ISOCONCENTRATION CONTOUR mg/L
(0.022) PCE CONCENTRATION mg/L
J
0)
O
MW-14
<<0.0007)/
MW-6
(0.19)
MW-5
DP-16 (0.072)/
MW-16BR1 MW-5D
0.07) (0.022)
MW-13
(<0.0007)
_ DP-3
DP-12
1 \
1
SOUTH PARK
MALL
MW-4
(0.078)/
MW-4D /
(0.0021) /
DP-27 SyOp
FORMER
SHARON
CLEANERS
MW-1D
(0.0057)
MW-1
(4.00)
0.7
/
/
(<0.007)
\ \ V
ur7
FAX [phone]
(919) 871-099
Raleigh, North Carolina 27604
0
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(/)
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0
04-20-2009
m
0
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a
w
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ON1?:108 HSfld 1032i10
MONITORING WELL LOCATION (TYPE II)
i 1 1 I
1 1
I J_
1 ` ASPEN COURT
m�m
0
m
z
0
FAIRHEATH ROAD
1 — -
NOTES:
0
0 -o 0 �. 0
�o I I 1
Ico— 1 Icri rn 1
WALDEN COURT
)
TITLE ATTACHMENT 8A
CROSS—SECTION LOCATION MAP
FORMER SHARON CLEANERS
4724 SHARON ROAD
CHARLOTTE, NORTH CAROLINA
BARCLAY DOWNS ROAD
/
ASSOCIATES INC.
Raleigh, North Carolina 27604
L
[phone] FAX [phone]
CAD FILE
1253153.dwg
TYPE CODE
6028
PREP. BY
BB
REV. BY
GO
SCALE
1"=200'
DATE
04-20-2009
PROJECT NO.
45.34341.6028'

N
M
i
0
cn
2
0
0
0 0
680.00' —
670.00'
660.00'
650.00'
640.00'
630.00' —
630.00'
620.00'
610.00'
A
MW-7
(661.62')
SANDY -CLAY •
(BEDROCK_
SANDY -CLAY
CLAYEY -SILT
SILT
SILTY -CLAY
SANDY -SILT
SAND & GRAVEL
BEDROCK
(0.25)
(0.00053J)
O
MW-6
(669.18')
SAND & GRAVEL
0
0
•OO
PCE ISOCONCENTRATION CONTOUR ng/L
PCE CONCENTRATION
mg/L
INDICATES AN ESTIMATED VALUE
WATER TABLE
MW-6 WELL IDENTIFICATION
(669.18
TOP OF CASING
WELL CASING
WELL SCREEN
MW-15BR
(676.46')
(7J C
9 (0.25).
7v
10-
5-
A,
MW-1 MW-2
(681.07')(681 .25')
(0.24
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SCALE IN FEET
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PROJECT NO.
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04-20-2009
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APPENDIX I
POWER OF ATTORNEY AND ATC/DSCA CONTRACT AUTHORIZING
ATC TO SIGN AS AGENT FOR DSCA PETITIONER

I,
AGREEMENT FOR ASSESSMENT AND REMEDIATION PURSUANT TO DSCA
ATTACHMENT 1
LIMITED POWER OF ATTORNEY
✓dcir?.:( 4j°I/jl42%
("Petitioner"), do hereby grant a
limited power of attorney to the Division and to the Division's independent contractors, as follows.
The Division and the Division's independent contractors shall have the limited power of attorney for
the preparation, signing, filing and delivery of any permit application, hazardous waste manifest,
non -hazardous waste manifest, National Pollution Discharge Elimination System (NPDES) permit,
for complying with any reporting requirements and for any administrative activities that may be
necessary in the course of assessment and remediation conducted pursuant to the Agreement into
which this Attachment 1 is incorporated.
This limited power of attorney shall terminate upon termination of the Agreement.
Dated A T .
(Seal)
f
Signature of Petitioner ;. ,�� � L',�
7
STATE OF IVOg , iv • COUNTY OF f i Cif LI U, //1?---
On this day of , 96., personally appeared before me, the said named
C' o r.£ • Litec P 5 to me known and known to me to be the person described
in and who executed the foregoing limited power of attorney and he (or she) acknowledged that
he (or she) executed the same and being duly sworn by me, made oath that the statements in the
foregoing limited power of attorney are true.
My Commission Expires 1`fl�.;�-�- 30` 2-477
(Signature of Notary Public)
s.�6�p�6$l8ri0EEddIPa
I1
Notary Public (Official Sea `6 0° R
DSCA ARAv0705 0 �. •fre• .•��
,,649at1RG �� \
`�dllI PP 1111{II 1`
Attachment 1

Ati
NCSEN
North Carolina Department of Environment and Natural Resources
Division of Purchase and Services
Michael F. Easley, Governor Michael G. Bryant, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Genna K. Olson
ATC Associates of North Carolina, P.C.
2725 East Millbrook, Suite 121
Raleigh, NC 27604
FROM: Dolan Simmonscg�.,'►6
Section Chief — Office Property and Services
Division of Purchase and Services
DATE: September 10, 2008
SEP .I.., NOE'
SUBJECT: N09001 S
DSCA Program Environmental Service Contract
Enclosed please find (1) fully executed duplicate original of the contract NO9001S
between ATC Associates of NC, P.C., and the Department of the Environment and
Natural.Resources in the amount of $6,000,000.
If you have any questions, please contact me at 919.715.3877.
Thank you.
DS:meb
Enclosures
Cc: Jackie Moore, Office of the Controller, (w/enc.)
Delonda Alexander, Division of Waste Management
i\orthCarohna
Aaturally
1605 Mail Service Center, Raleigh, North Carolina 27699-1605
Phone: [phone] FAX: [phone] Internet: www.admin.enr.state.nc.us/purchase/
An Equal opportunity \ Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

STATE OF NORTH CAROLINA CONTRACT NO.
COUNTY OF WAKE CONTRACTOR'S FEDERAL
ID NO.: 46-0399408
THIS AGREEMENT ("AGREEMENT") is made and entered into by and between ATC Associates
of North Carolina, P.C., a Corporation incorporated in North Carolina with an address of 2725 E.
Millbrook Rd, Suite 121, Raleigh, North Carolina, 27604, hereinafter referred to as
"CONTRACTOR," and the North Carolina Department of Environment and Natural Resources,
hereinafter referred to as "DEPARTMENT."
WITNESSETH:
WHEREAS, the DEPARTMENT is charged with the responsibility of controlling pollution of the
underground waters of the State; and
WHEREAS, the DEPARTMENT is responsible for administering the Dry -Cleaning Solvent Cleanup
Act of 1997, as amended, Part 6, Article 21A, Chapter 143, N.C.G.S. § 143-215.104A et seq.
("DSCA"); and
WHEREAS, the CONTRACTOR has exhibited evidence of experience, ability, competence and
reputation to perform environmental engineering services at contaminated dry-cleaning facility sites;
and
WHEREAS, the CONTRACTOR entered a competition to perform certain investigative and/or
remedial activities related to contamination resulting from the release of dry-cleaning solvents into
the environment at various dry-cleaning facility sites (hereinafter "site(s)") in the State of North
Carolina; and
WHEREAS, the DEPARTMENT recommended, and on July 22, 2008, the State Building
Commission selected, the CONTRACTOR to perform certain investigative and/or remedial activities
related to contamination resulting from such sites in the State of North Carolina.
NOW, THEREFORE, for and in consideration of the mutual promises to each other, as hereinafter
set forth, the parties hereto do mutually agree as follows:
1. The CONTRACTOR hereby. agrees to provide, to the satisfaction of the DEPARTMENT, and as
authorized on a task order/costs-not-to-exceed basis, professional services to assess and
remediate sites and, where necessary, to provide potable water at various sites. Services may
include, but are not limited to the following:
A. Preparation of site -specific work plans (including technical proposals and cost estimates) for
specific technical tasks.
B. Review of site files, background data collection, site reconnaissance, property ownership
determination, right -of -entry acquisition and receptor surveys.
C. Emergency response activities (e.g., containment or recovery of spilled product, emergency
vapor recovery, provision of potable water, installation of point -of -entry treatment systems,
emergency water line hook-ups, boom maintenance for surface spills, etc.).
D. Coordination and oversight of initial remedial actions such as the excavation and treatment
and/or disposal of contaminated soil, tank cleaning/decontamination (including the removal
and disposal of tank contents and tanks), in -situ tank closure, and the recovery and disposal
of free product.
Page 1 of 10

E. Various hydrogeologic assessment activities, including well installation; groundwater and
surface water sampling; soil sampling; aquifer testing; pilot testing; expanded contaminant
source inventories; human exposure assessments (evaluation of site -specific risks to potential
receptor populations from site -related contamination); and other tasks related to
comprehensive assessment of soil and groundwater contamination at designated sites.
F. Coordination and oversight of various alternate water supply systems, and design and
implementation of various strategies for the provision of long-term alternate water supplies
to affected residents at designated sites; evaluation of alternatives to include an assessment of
the technical feasibility and cost-effectiveness of preferred alternatives; said alternatives to
include new wells, point -of -entry carbon treatment systems, and extension of public water
lines.
G. Management and oversight of specialty and engineering subcontractors, vendors or
CONTRACTOR personnel involved in the installation, operation, and maintenance of
various remedial systems at designated sites.
H. Preparation and submittal of all required permit applications for the construction of wells and
the construction and operation of various remedial systems at designated sites as may be
required by the DEPARTMENT or another governmental agency, including, but not limited
to, monitoring well, injection well, NPDES, non -discharge, and air quality permit
applications.
I. Preparation of site -specific remedial action plans, providing an evaluation of various
remedial alternatives for soil and groundwater contaminated sites, including an assessment of
the technical feasibility and cost effectiveness of preferred alternatives and the preparation of
design drawings and bid documents for various remedial systems.
J. Implementation of site -specific remedial action plans, including management and oversight
of all phases of site remediation.
K. Preparation and implementation of site -specific health and safety plans, including health and
safety training for hazardous wastes sites, under the supervision of a qualified health and
safety officer, so as to ensure compliance with all applicable OSHA regulations for worker
safety and to protect the health and safety of nearby residential and business communities
during all phases of site assessment and remediation.
L. Preparation and submittal of all required or requested reports or summaries, and any •
miscellaneous documentation as requested by the DEPARTMENT or Contract Administrator
according to schedule(s) agreed to by both parties.
M. Providing upon request technical and administrative support to the DEPARTMENT in
furtherance of its efforts to provide for public participation in remedial decisions at DSCA
sites; such support to include as -needed attendance of key CONTRACTOR personnel at
public hearings or public meetings to discuss elements of proposed remedial action plans.
Also, providing upon request technical support and administrative support in meetings and
rulemaking proceedings, and technical support and expert testimony in litigation related to
DSCA where the DEPARTMENT is a party to the litigation.
N. Special Conditions:
i. Specific CONTRACTOR tasks to be performed under this AGREEMENT shall be
authorized on a task order/costs-not-to-exceed basis following submittal of site specific
and task -specific work plans by the CONTRACTOR; no task shall be initiated by the
CONTRACTOR until written authorization has been received from the
Page 2 of 10

DEPARTMENT'S Contract Administrator (or his duly authorized staff). The
DEPARTMENT will only reimburse pre -approved activities and costs.
ii. Unless provided otherwise in the DEPARTMENT's written guidelines and related
instructional bulletins, work plans for task and cost approval must include a description
of site -specific conditions and information relevant to the proposed activities, a
description of the proposed site activities, a description of procedures which will be
used to manage waste generated as a result of the activities, a proposed schedule for
conducting and reporting on site activities, the estimated cost of conducting the
proposed activities, and any other relevant information requested by the
DEPARTMENT.
iii. The DEPARTMENT will determine task -specific costs according to the Fee Schedule,
attached to this AGREEMENT as Attachment 1 and incorporated herein by reference.
The unit prices as shown in the Fee Schedule shall be fixed for a period of 36 months
from the effective date of this AGREEMENT and may be re -negotiated after this period
has passed. For cost items not shown on the Fee Schedule, the CONTRACTOR will
obtain quotes, or otherwise provide supplemental unit rate pricing, as requested by the
DEPARTMENT to ensure standard industry rates are being proposed.
iv. Task authorizations and pre -approved costs may be adjusted by the DEPARTMENT's
Contract Administrator (or his duly authorized staff). If the CONTRACTOR seeks an
adjustment of a previously approved task order or pre -approved costs, the
CONTRACTOR must make the request for adjustment prior to completion of the task
for which the adjustment is sought; requests for adjustment must be made in writing and
demonstrate the need for the adjustment. The CONTRACTOR may orally request the
adjustment, provided the CONTRACTOR submits a written request and justification for
the adjustment within 24 hours of the DEPARTMENT' S oral approval. If
CONTRACTOR'S written request and justification are submitted after the
DEPARTMENT'S oral approval of the request, the DEPARTMENT reserves the right
to determine, after review of the written request for adjustment, that the requested
adjustment was not warranted and withdraw its approval of the request.
v. In providing services to the DEPARTMENT under this AGREEMENT, the
CONTRACTOR is responsible for ensuring that only qualified and trained personnel
will be assigned by the CONTRACTOR to perform tasks approved by the
DEPARTMENT. A description of qualifications generally expected of particular levels
of personnel, and work tasks typically performed at each level, is attached to this
AGREEMENT as Attachment 2 and incorporated herein by reference.
vi. The CONTRACTOR shall not substitute key personnel assigned to the performance of
this AGREEMENT without prior approval by the Contract Administrator or his
designated agent. The following individuals are designated key personnel for purposes
of this AGREEMENT: (See Attachment 3).
vii. In providing services to the DEPARTMENT under this AGREEMENT, the
CONTRACTOR is responsible for complying with all applicable local, State and federal
laws and regulations.
viii. The CONTRACTOR shall be responsible for securing a source of clean water for
equipment decontamination, including steam cleaning and other equipment
decontamination procedures associated with drilling and other activities;
ix. The CONTRACTOR shall be responsible for conducting an underground utilities search
and mark -out at the site prior to initiating any intrusive investigations, including
excavation and drilling activities;
Page 3 of 10

x. The CONTRACTOR shall protect and prevent damage to the sites and surrounding
lands. To the extent practicable, the CONTRACTOR shall return the site and any
affected surrounding lands, including any disturbed or damaged areas, to their original
condition. The CONTRACTOR shall be responsible for bacltilling all borings and
properly abandoning wells at the site in accordance with all applicable local, State and
federal laws and regulations and DEPARTMENT guidance.
2. DEPARTMENT hereby agrees to compensate the CONTRACTOR for professional services
rendered under this AGREEMENT. The total compensation paid for all work under this
AGREEMENT shall not exceed six million dollars ($6,000,000.00). The DEPARTMENT, however,
does not guarantee any minimum number of tasks to be performed under this AGREEMENT and
therefore does not guarantee any amount of compensation. It is understood and agreed between the
CONTRACTOR and the DEPARTMENT that all payments to the CONTRACTOR under this
AGREEMENT are expressly contingent upon the availability of monies in the Dry -Cleaning Solvent
Cleanup Fund.
3. The DEPARTMENT will compensate the CONTRACTOR for work performed under this
Agreement when: (1) CONTRACTOR has completed the work authorized by the DEPARTMENT,
provided that CONTRACTOR may request partial payment as frequently as once a month for tasks
completed as of the date of the request, if the total amount invoiced is greater than $1,000.00; (2)
CONTRACTOR has requested payment and submitted an invoice and all required and requested
documentation to the. DEPARTMENT; and (3) the DEPARTMENT determines that the
CONTRACTOR has completed the work to the satisfaction of the DEPARTMENT and all
necessary (loci mentation of the work performed and costs incurred have been received. The
DEPARTMENT will compensate the CONTRACTOR as expeditiously as possible in an amount not
to exceed the amount authorized in the approved work order.
4. Requests for payment shall be in the form of an itemized invoice from the CONTRACTOR to the
DEPARTMENT with the following documents attached: (1) a technical progress report, which
should include a description of the work performed and all activities and costs covered by the
invoice, a list of any deliverables submitted to the DEPARTMENT during the period covered by
the invoice, and a description of any difficulties encountered and remedial actions taken; (2) if
CONTRACTOR is requesting partial payment (for tasks completed under an approved work order
where the invoiced amount exceeds $1,000.00), the CONTRACTOR should also include in the
technical progress report a list of work scheduled during the next period and any anticipated
deliverables during the next period; (3) all receipts for costs covered by the invoice; (4) a copy of
the work authorization under which work was performed during the period covered by the invoice;
(5) a copy of any amendlment(s) to the work authorization; and (6) any other documentation
requested by the DEPARTMENT. Payments may be delayed if the invoice or attachments to the •
invoice contain errors or inadequate back-up detail for individual cost items.
5. The CONTRACTOR shall comply with all applicable local, State and federal laws and regulations,
and DEPARTMENT policies and guidance when managing, either directly or through the use of
subcontracted firms, companies, or individuals, waste produced at a DSCA site. The duty to
properly manage waste shall include all waste generated at a DSCA site, including both hazardous
waste and non -hazardous waste, and shall further include but not be limited to investigation -
derived waste and remedial waste resulting from remediation activities. In addition to the
requirements contained in applicable local, State and federal laws and regulations, and
DEPARTMENT policies and guidance, the CONTRACTOR shall ensure compliance with the
following requirements:
. A. The CONTRACTOR shall prepare all required hazardous and non -hazardous waste
manifests and labels.
Page 4 of 10

B. When preparing a manifest for waste produced at a DSCA site that is subject to an
Agreement for Assessment and Reinediation between the DEPARTMENT and person(s)
who have petitioned for certification of the site into the DSCA program ("DSCA
Petitioners)"), the CONTRACTOR shall identify the DSCA Petitioner(s) as the
generator of the waste. The CONTRACTOR shall sign the manifest with
CONTRACTOR representative's name followed by the wording "on behalf of DSCA
Petitioner(s) for DSCA Site No. .[insert assigned site number]."
C. When preparing a manifest for waste produced at a DSCA site for which there is no
DSCA Petitioner, the CONTRACTOR shall identify the DSCA Program as the generator
of the waste, and sign each manifest with CONTRACTOR representative's name
followed by the wording "on behalf of the DSCA Program."
D. When transporting waste generated at a DSCA site, the CONTRACTOR shall use only
licensed and bonded transporters who have all applicable permits under local, state, and
federal laws and regulations, and who have an EPA Identification No.
E. The CONTRACTOR shall offer waste generated at a DSCA site only to those facilities,
which are authorized to accept, store, treat and/or dispose of such waste, and which have
all applicable permits under local, state, and federal laws and regulations for such
storage, treats oent or disposal.
F. The CONTRACTOR shall include in each work plan for task authorization submitted to
the DEPARTMENT, an estimate of the types and quantities of waste to be produced
from proposed site activities, the types of containers the CONTRACTOR proposes to use
to containerize the waste, and estimates of the costs to properly containerize, label,
sample, analyze, manifest, transport, store, treat or dispose the wastes. The work plan
proposal must present the names, locations, waste profiling requirements, and applicable
permits of the anticipated waste transportation and receiving facilities that will be used to
manage the waste.
G. The CONTRACTOR shall place waste generated during site investigation or monitoring
activities ("investigation -derived waste") in appropriate containers as soon as the waste is
generated.
H. Unless other arrangements can be made by the CONTRACTOR that are approved by the
DEPARTMENT, the CONTRACTOR shall: 1) coordinate and meet with transporters on
site on the day that waste containerization activities are completed to verify that the
drums are properly labeled, identified on the waste manifests, and loaded by the
appropriate waste transporter(s) prior to the containers being transported from the site to
the waste receiving facility; and 2) ensure that drums containing investigation -derived
waste are removed from the site and transported to a waste receiving facility as soon as
waste containerization and sampling activities are completed. The containers will be
held at the waste receiving facility pending receipt of waste sample laboratory analytical
results in a final decision on waste disposal. The waste receiving facility must be
permitted to temporarily hold the containers for a minimnn, of ten (10) days from the
date that the containers were collected from the site by the waste transporter. The
CONTRACTOR must notify the DEPARTMENT prior to any transportation of the waste
from the receiving facility until the waste is ultimately disposed.
I. The CONTRACTOR will ensure that each roll -off container used to containerize
investigation -derived waste is properly labeled and secured on the site pending the
CONTRACTOR'S receipt of waste sample laboratory analytical results and a final
decision on waste disposal. Within five (5) working days of receipt of laboratory
analysis results, the CONTRACTOR shall coordinate and meet with transporters on -site
to verify that appropriate labels have been placed on the roll -off container and the
Page 5of10

container is identified on a waste manifest, and to confirm the designation of waste
facility permitted to store, treat or dispose of the waste. The CONTRACTOR must
notify the DEPARTMENT prior to any transportation of the waste from the receiving
facility until the waste is ultimately disposed.
J. The CONTRACTOR shall instruct facilities receiving any waste containers (drums or
roll -off containers) from DSCA sites that the information provided on container labels
and associated manifests must not to be altered without prior written authorization and
approval from the DEPARTMENT.
K. The CONTRACTOR shall provide a copy of all waste sample laboratory analytical
results to the DEPARTMENT and to each facility receiving waste from the site. In each
instance, a copy shall be provided (electronic transmission or facsimile is permitted)
within two (2) working days of CONTRACTOR'S receipt of the results from the
laboratory.
L. The CONTRACTOR shall provide to the DEPARTMENT copies of each completed
waste manifest, associated transport, storage, disposal or treatment weight tickets,
disposal certifications and associated invoices and receipts for the waste listed on each
manifest. The copies shall be provided to the DEPARTMENT within ten (10) working
days of receipt of the documentation showing final disposition of the waste.
M. The procedures for the management of remedial waste resulting from remediation
activities at DSCA sites, including treatment and disposal options, will be developed
following the adoption of risk -based rulesestablishing cleanup requirements at DSCA
sites.
6. In the event that the CONTRACTOR subcontracts for any or all of the services or activities
covered by this AGREEMENT, the CONTRACTOR AGREES that: (a) CONTRACTOR is not
relieved of any of the duties and responsibilities provided in this AGREEMENT; (b)
CONTRACTOR will require that the subcontractor abide by the standards contained herein or
provide such information as to allow the CONTRACTOR to comply with these standards; and (c)
CONTRACTOR will require that the subcontractor agree to allow the DEPARTMENT access to
any records pertinent to the subcontractor's work on the site. The DEPARTMENT will not be
responsible for any acts or omissions of any subcontractor.
7. During the term of this AGREEMENT, the CONTRACTOR at its sole cost and expense shall
provide commercial insurance of such type and with such terms and limits as may be reasonably
associated with this AGREEMENT. Providing and maintaining the adequate insurance coverage is
a material obligation of the CONTRACTOR and is of the essence of this AGREEMENT. All such
insurance shall meet all laws of the State of North Carolina. Such insurance coverage shall be
obtained from companies that are authorized to provide such 'coverage and authorized by the
Commissioner of Insurance to do business in North Carolina. The CONTRACTOR shall at all
tunes comply with the terms of such insurance policies, and all requirements of the insurer under
any such insurance policies, except as they may conflict with existing North Carolina laws. The
limits of coverage under each insurance policy maintained by the CONTRACTOR shall not be
interpreted as limiting the CONTRACTOR'S liability and obligations under this AGREEMENT.
The insurances required in this paragraph shall cover all losses incurred during the term of this
AGREEMENT, irrespective of when a claim is made. As a minimum, the CONTRACTOR shall
provide and maintain the following coverage and limits:
A. Worker's Compensation - The CONTRACTOR shall provide and maintain Worker's
Compensation Insurance, as required by the laws of North Carolina, as well as employer's
liability coverage with minimum limits of $150,000.00, covering all of CONTRACTOR's
employees who are engaged in any work under this AGREEMENT. If any work is sublet, the
Page 6 of 10

CONTRACTOR shall require the subcontractor to provide the same coverage for all
subcontractor employees engaged in any work under. this AGREEMENT.
B. Commercial General Liability - General Liability Coverage on a Comprehensive Broad Form
on an occurrence basis in the minimum amount of $1,000,000.00 Combined Single Limit.
(Defense cost shall be in excess of the limit of liability.)
C. Professional Liability (Errors and Omissions) - CONTRACTOR shall obtain, at
CONTRACTOR's expense, and keep in effect, errors and omissions insurance covering any
damages caused by an error, omission or any negligent acts of CONTRACTOR, its
subcontractors, agents, officers, or employees under this AGREEMENT. Combined single
limit per occurrence shall not be less than $1,000,000.00. Annual aggregate limit shall not be
less than $2,000,000.00.
D. Automobile - Automobile Liability Insurance, to include liability coverage, covering all
owned, hired and non -owned vehicles, used in connection with this AGREEMENT. The
minimum combined single limit shall be $150,000.00 bodily injury and property damage;
$150,000.00 uninsured/under insured motorist; and $1,000 medical payment.
8. The term of this AGREEMENT shall be three years from its effective date. This AGREEMENT
may be extended for a period of two years, if mutually agreeable to both parties and if the
CONTRACTOR'.S performance to date has been satisfactory to the DEPARTMENT, provided
that sufficient funding exists. The sum of payments made by the DEPARTMENT to the
CONTRACTOR, for work authorized by the DEPARTMENT on a task order/cost-not-to-exceed
basis, shall not exceed four million dollars ($4,000,000.00) for the 2-year agreement extension
period.
9. The CONTRACTOR shall ensure that work performed under this AGREEMENT shall be
undertaken and completed in such sequence as to assure its expeditious completion in light of the
purposes of this AGREEMENT. If completion of any portion of the work is delayed for causes
beyond the control of and without the fault of the CONTRACTOR, and for reasons which could
not have been reasonably avoided or anticipated by the exercise of due care and prevention, the
time of performance of the work will be extended for a period equal to the delay. Excusable delays
shall include, without limitation, acts of God or the public enemy; acts of federal, state, local, or
foreign governments; acts of DEPARTMENT's agents; fires, floods, epidemics; strikes; riots;
freight embargoes; and unusually severe weather affecting the progress of work at the site. Such
delays shall not be the result of labor or equipment shortages.
10. The DEPARTMENT may terminate this AGREEMENT at any time for any reason satisfactory to
the DEPARTMENT by giving five days prior notice in writing to the CONTRACTOR of such
termination and specifying the reason(s) thereof and the effective date thereof. In that event, all
finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs,
reports and other materials prepared by the CONTRACTOR shall, at the option of the
DEPARTMENT, become the DEPARTMENT' s property. The CONTRACTOR shall be entitled
to receive just and equitable compensation for any satisfactory work completed on such documents
and other materials. The CONTRACTOR shall not be relieved of liability to the DEPARTMENT
for damages sustained by the DEPARTMENT by virtue of any breach of this AGREEMENT, and
the DEPARTMENT may withhold payment to the CONTRACTOR for the purpose of set off until
such time as the exact amount of damages due the DEPARTMENT from such breach can be
determined. In case of default by the CONTRACTOR, the DEPARTMENT may procure the.
articles or services from other sources and hold the CONTRACTOR responsible for any excess
cost occasioned thereby. The CONTRACTOR may not terminate this AGREEMENT except in the
event of a breach of this AGREEMENT by the DEPARTMENT.
11. If the AGREEMENT is terminated by the DEPARTMENT as provided herein, the
DEPARTMENT will compensate the CONTRACTOR for work completed, subject to the
Page 7 of 10

DEPARTMENT'S right to withhold payment for the purpose of set off. All final invoices shall be
submitted by the CONTRACTOR to the DEPARTMENT within 30 days of agreement termination.
The CONTRACTOR shall repay to the DEPARTMENT any compensation the CONTRACTOR
has received which is in excess of the payment to which the CONTRACTOR is entitled herein.
12. The CONTRACTOR shall ensure that all documents produced as a result of this AGREEMENT
are printed double -sided on recycled paper. Figures, maps, design drawings, colored prints and
related specialty printings are excluded from this requirement:
13. Any information (i.e., data, documents, statistics, surveys, studies, reports, addresses of property
owners, etc.) given to or prepared or assembled by the CONTRACTOR under this AGREEMENT
shall be kept as confidential and not divulged or made available to any individual or organization
without the prior written approval of the DEPARTMENT. No reports, maps, or other documents
produced in whole or in part under this AGREEMENT shall be the subject of an application for
copyright by or on behalf of the CONTRACTOR.
14. Information provided to, prepared or assembled by the CONTRACTOR under this AGREEMENT
shall not be used to promote, market or offer the CONTRACTOR' s services. The CONTRACTOR
agrees not to use the existence of this AGREEMENT or the name of the State of North Carolina or
any agency thereof as part of any commercial advertising.
15. The CONTRACTOR may not assign this AGREEMENT or its obligations hereunder except as
permitted by 9 NCAC 06B.1003 and this paragraph. The CONTRACTOR shall. provide the
DEPARTMENT with written notice of not less than thirty (30) days prior to any consolidation,
acquisition, or merger. Any assign shall affirm this AGREEMENT according to the terms and
conditions agreed, and the CONTRACTOR shall affirm that the assignee is fully capable of
performing all of CONTRACTOR'S obligations under the AGREEMENT. All assignments shall
be in. writing setting forth the obligations of the CONTRACTOR and of the assignee, signed by the
DEPARTMENT, the CONTRACTOR and the assignee.
16. This AGREEMENT is made under and shall be governed and construed in accordance with the
laws of the State of North Carolina. It is agreed between the parties hereto that the place of this
AGREEMENT, its situs and forum, shall be Wake County, North Carolina, and in said County and
State shall all matters, whether sounding in contract or tort relating to the validity, construction,
interpretation and enforcement of this AGREEMENT, be determined.
17. The CONTRACTOR agrees that in all matters relating to this AGREEMENT, it shall be acting as
an independent contractor and not as an employee of the DEPARTMENT. The CONTRACTOR
represents that it has, or will secure at its own expense, all personnel required in performing the
services under this agreement. The CONTRACTOR shall be wholly responsible for the work to be
performed and for the. supervision of its employees. Nothing in this AGREEMENT shall be
construed to create a joint venture or partnership between the CONTRACTOR and the
DEPARTMENT.
18. The CONTRACTOR agrees that the State has the right to audit the records of the CONTRACTOR
pertaining to this AGREEMENT both during performance and for 36 months after completion or
termination. The CONTRACTOR must retain all records relating to this AGREEMENT and shall
allow employees or agents of the DEPARTMENT to inspect such records during the period of time
set out herein. The State Auditor shall have access to persons and records as a result of all
contracts or grants entered into by State agencies or political subdivisions in accordance with
N.C.G.S. § 147-64.7.
19. The CONTRACTOR agrees that any and all non -expendable equipment that is purchased for a site
with DSCA or DEPARTMENT funds will be the property of the DEPARTMENT and will remain
at that site until the DEPARTMENT deems necessary to dispose, remove, or relocate the
equipment to another site or holding facility.
Page 8 of 10

20.. The CONTRACTOR agrees that he shall be responsible for the proper custody and care of any
DEPARTMENT -owned property furnished him for use in connection with the performance of this
AGREEMENT and will reimburse the State for its loss or damage, excluding normal wear.
21. This AGREEMENT represents the entirety of the agreements and covenants between the
DEPARTMENT and CONTRACTOR with respect to the subject matter hereof and accordingly
cannot be amended or modified except by written instrument executed by the parties hereto.
22. The CONTRACTOR has no authority to act or make any representations on behalf of the
DEPARTMENT.
23. The CONTRACTOR warrants that its performance will not infringe the copyright, patent or other
property rights of any other person.
24. The CONTRACTOR shall indemnify and save and hold harmless the DEPARTMENT, its officers,
agents and employees, from liability of any kind, including all claims and losses accruing or
resulting to any person, firm or corporation furnishing or supplying work, services, materials or
supplies in connection with the performance of this AGREEMENT, and from any and all claims
and losses accruing or resulting to any person, fine or corporation that may be injured or damaged
by the CONTRACTOR in its performance of this AGREEMENT. The CONTRACTOR represents
and warrants that it shall not make claims of any kind or nature against the DEPARTMENT or the
DEPARTMENT's officers, agents and employees who are involved in the delivery or processing of
CONTRACTOR goods to the DEPARTMENT. The provisions of this paragraph shall survive the
termination or expiration of this AGREEMENT.
25. The DEPARTMENT does not waive its sovereign immunity by entering into this AGREEMENT
and fully retains all immunities and defenses provided by law with respect to any action based on
this AGREEMENT.
26. The parties certify and warrant that no gratuities, kickbacks or contingency fee(s) were paid in
connection with this AGREEMENT, nor were any fees, commissions, gifts or other considerations
made contingent upon the award of this AGREEMENT.
27. The CONTRACTOR certifies that it (a) has neither used nor will use any funds or compensation
earned under this AGREEMENT for payments to lobbyists; (b) will disclose the name, address,
payment details and purpose of any agreement with lobbyists whom CONTRACTOR or its subtier
contractor(s) or subgrantee(s) will pay with profits or nonappropriated funds on or after December
22, 1989, and (c) will file quarterly updates about the use of lobbyists if material changes occur in
their use.
28. The CONTRACTOR certifies that it is in compliance with the Assurances -Non Construction
Programs, attached to this Agreement as Attachment 4 and incorporated herein by reference.
29. The CONTRACTOR will take affirmative action in complying with all Federal and State
requirements concerning fair employment and employment of people with disabilities, and
concerning the treatment of all employees without regard to discrimination by reason of race, color,
religion, sex, national origin or disability. The Americans with Disabilities Act (ADA) makes it
unlawful to discriminate in employment against a qualified individual with a disability and outlaws
discrimination against individuals with disabilities in State and local government services and
public accommodations. The CONTRACTOR certifies that it and its principals and subcontractors
will comply with regulations in ADA Title I (Employment), Title II (Public Services), and Title III
(Public Accommodations) in fulfilling the obligations under this AGREEMENT.
30. Peter Doom is designated as the Contract Administrator (project coordinator) for the
DEPARTMENT. However, any changes in the scope of the AGREEMENT that will increase or
Page 9 of 10

decrease the total amount of compensation which may be paid under this Agreement shall not be
effective until the changes have been approved by the Secretary of the DEPARTMENT or his
Authorized Agent.
31. The CONTRACTOR will perform its services using that degree of skill and care ordinarily
exercised under similar conditions by reputable members of CONTRACTOR's profession.
32. The effective date of this AGREEMENT shall be the date on which it is executed by the
Secretary of the Department or his Authorized Agent.
IN WITNESS WHEREOF, the CONTRACTOR and the DEPARTMENT have executed this
AGREEMENT in duplicate originals, one of which is retained by each of the parties, the day and year
first above written.
ATC Associates of North Carolina, P.C.
2725 E. Millbrook Road
Suite 121
Raleigh, NC 27604
By:
(CONTRACTOR'S Signature)
North Carolina Department of Environment and
Natural Resources
William G. Ross, Jr., Secretary
d , ...s
),1,3,,(Signature o Secretary or Authorized Agent)
Date: ei lb ° 2 J
omnrIccS
Title: ‘Pre.-5
(Owner, Partner, Corp. Pres., or V. Pres. only)
n
WITNESS: 1((�'
all NOiSlN 1 -
E d3S L
Page 10 of 10

ATTACHMENT' NT' 1
FEE SCHEDULE
Personnel
Principal Level $115/hour
Senior Level $95/hour
Project Level $80/hour
Staff Level $65/hour
CAD Level $507hour
Technician $50/hour
Word Processor $40/hour
Subcontractor Management Fees
Laboratory 10%
Waste Hauling and Disposal . 10% for costs less than $100,000;
5% for costs greater than or equal to
$100,000
Drilling 15%
Remediation
Bids
15% for costs less than $100,000;
10% for costs greater than or equal
to.$100,000 and less than $200,000;
5% for costs greater than or equal to
$200,000
At least 2 bids may be required by the DEPARTMENT's Contract Administrator
• (or his duly authorized staff) for subcontracted activities that exceed $3,000.
Laboratory
EPA Method 8260 (soil) $93/sample
EPA Method 8260 (water) $93/sample
EPA Method 8270 — Base Neutral Extractables only (soil) $161/sample
EPA Method 8270 — Base Neutral Extractables only (water) $161/sample
Miscella.,i: eons
Per Diem (per person for overnight travel only) $92
. Mileage (car or truck) $0.585/mile
Organic Vapor Analyzer $110/day
pH/Conductivity Meter $25/day
Page 1 of 2

ATTACHMENT 1
FEE SCHEDULE
Miscellaneous (continued)
Interface Probe $3 0/day
Electric Water Level Indicator $25/day
Teflon Bailer $20/day
Disposable Bailer $8
Stainless Steel Auger $10/day
Grundfos Pump $50/day
Survey Equipment $30/day
Drum $40
Personal Protective Equipment
Level B $3 0/day
Level C $20/day
Consumables (include tape, gloves, ice) $20/day
Maps, Photos Cost
Camera Not Reimbursable
Ce11 Phone Not Reimbursable
Page 2 of 2

ATTACELMENT 2
PERSONNEL QUALIFICATIONS AND TASK DESCRIPTIONS
The following qualifications and task descriptions are for those personnel who will be involved in activities for the Dry -Cleaning
Solvent Cleanup Act (DSCA) Program contracts.
PE :". SONNEL MW QUA]LIHCATIONS
TASK DESCRIPTIONS
Principal Engineer/Geologist/Hydrogeologist/Scientist ($115/hour)
Administrative and/or professional head of the organization or contract. Responsible for conceiving
and executing plans and functions of the organization. Directs the professional staff. Normally has a
financial interest in the company as partial owner, major investor or stockholder, or officer. Charges an
extremely limited number of hours per site as the Principal. This position should never bill field or field
supervision hours.
- Expert Testimony
- Legal Strategies
- Depositions
- Contract Oversight (limited)
Senior Engineer/Geologist/Hydrogeologist/Scientist ($95/hour)
Typically requires an advanced degree. Requires professional registration when applicable, 8 years of
experience in technical or managerial roles, and compliance regulations. Serves as senior technical
leader and contract oversight for environmental remediation projects of medium to large scope and /or
complexity and has developed substantial expertise in the field of practice. Generally supervises
Project Managers and oversees several projects. Has limited involvement in projects. Duties typically
include reviewing reports, developing strategies, and attending client and/or DSCA Program meetings.
Responsible for approving designs, reports, plans, and specifications before submittal to the DSCA
Program. If significantly involved in a highly technical project, should have substantial technical
expertise directly related to the project. Ensures compliance of field service operations with OSHA
safety standards. Addresses public health concerns.
_ Expert Testimony
_ Site strategy and planning
_ Contract oversight
_ Reviews technical reports
_ Reviews Corrective Action Plans
_ Reviews Engineering/remedial system design
_ Health and safety coordinator
_ Reviews site safety plans
•
Project Engineer/Geologist/Hydrogeologist/Scientist ($80/hour)
Typically possesses a bachelor of science degree in engineering, geology, hydrogeology, or a directly
related field. Serves as manager for entire project and has at least 5 years of experience in the
environmental field, Duties typically include preparing proposals, reviewing reports, developing
strategies, and attending client and/or DSCA Program meetings. Under general supervision, prepares
environmental design and plan specifications for site remedial activities. Leads and supervises teams of
staff and technician level personnel, but would have a limited number' of hours charged to each site,
and only a small percentage of total field hours. Serves as site technical expert or supervisor for
hydrogeological site characterizations and remediation activities and tests, and assembly of reports,
plans, and specifications.
- Project management
- Site strategy and planning
- Develop site health and safety plans •
- Engineering/remedial system design
- Data review and analysis
- Report preparation (limited)
- Report review
- Site meetings and reconnaissance
- On -site supervision (periodic)
- Work plan preparation
- Site investigation planning
- Field work planning
- Site Inspection (periodic)
- Obtains permission for off -site access
Staff Engineer/Geologist/lydrogeologist/Scientist ($65/hour)
Requires a bachelor's degree in engineering, geology, hydrogeology, or related science and 1 to 5 years
of experience in the environmental field. Works under supervision of the project manager to perform
routine tasks related to environmental investigation and remediation projects. Is the primary person
responsible for gathering field data and is competent at data' analysis. Must be able to conduct
investigation and remedial activities including drilling and monitoring well installation, sampling, site
layout and geologic mapping, writing field notes, basic analysis and compiling data. Must have
knowledge of QA/QC procedures .and protocol. This position will normally be highest in the number of
hours billed to on -site work. However, technicians (see below) should conduct routine or on -going
monitoring.
- Report preparation
- Field work preparation/planning
- Supervises site investigation and remediation activities
- Site reconnaissance and mapping
- Engineering/remedial system design and installation
- Limited data review and analysis
- Obtains permission for off -site access •
- On -site health and safety supervisor
Technician ($50/hour)
Typically requires a high school diploma, certified or licensed trades -person, or an associate's degree.
Person may also have a bachelor's degree with less than 1 year of experience in the environmental
field. Requires minimal training and experience in the environmental field. Responsible for general
supervision of the installation, maintenance, and repair of on -site equipment. Routine monitoring and
collection of samples and equipment maintenance/operating .logs. Under appropriate supervision,
performs routine labor tasks associated with on -site installation, maintenance, and repair of on -site
equipment. Well development and collects soil and groundwater samples.
- Field work preparation
- Operation•andmaintenance of equipment
in
- Well developing and sampling
_ Soil sampling
- Handling of investigation and remediation derived wastes
_ Remedial system installation, operation, and maintenance
_ Limited contractor supervision
_ Monitoring activities
- Surveying using GPS and standard methods
Draftsperson/CAD ($50/hour)
Typically requires a high school diploma. Requires 2 — 8 years of experience or 2 years of related
college and more than 1 year of experience. Generally requires a Technical Drawing Certificate, and
advanced drafting skills such as Computer Aided Drafting (CAD) & Design (CADD) operations.
- Drafting
- CAD/CADD work
- Cartography
- Plotting of GPS and standard survey data
Word Processor/Clerical ($40/hour)
Operates computer for work processing, spreadsheets, and statistical typing, correspondence report
generation, general office work, typing, and filing.
- Spreadsheets
- Report generation
- Word processing
- Typing
- Filing
- General secretarial
- Document reproduction

ATTACHMENT 3
KEY PERSONNEL FOR THIS AGREEMENT
ATC Associates of North CaroDhmia, P.C.
Program Manager — Genna K. Olson, P.G. (Raleigh, NC office)
Principal in .Charge Engineer — Kevin R. Sommers, P.E. (Raleigh, NC office)
Principal i.i Charge Geologist — Paul J. Wannus, P.G. (Raleigh, NC office)
Project Manager — Kurt H. Ness, P.G. (Raleigh, NC office)
Project Manager — Gabriel Araos, P.E. (Raleigh, NC office)
Project Manager — Stephen Aldis, P.G. (Charlotte, NC office)
Project Manager — S. Eric Shertzer, P.G. (Virginia Beach, VA office)
Project Manager — Santiago Vila, P.G. (Raleigh, NC office)
Health Safety Officer — Jeffrey Corson (Raleigh, NC office)
Page 1 of 1

ATTACHMENT 4
ASSURANCES — NON CONSTRUCTION PROGRAMS
The CONTRACTOR certifies that with regard to:
1. DEBARMENT AND SUSPENSION - To the best of its knowledge and belief
that it and its principals:
(a) are not presently debarred, suspended, proposed for debarment, declared
ineligible, or voluntarily excluded from covered transactions by any Federal
or State department or agency;
(b) have not within a 3-year period preceding this Agreement been convicted of
or had a civil judgment rendered against them for commission of fraud or a
criminal offense in connection with obtaining, attempting to obtain, or
performing a public (Federal, State, or local) transaction or contract under a
public transaction; violation of Federal or State antitrust statutes or
commission of embezzlement, theft, forgery, bribery, falsification or
destruction of records, making false statements, or receiving stolen property;
(c) are not presently indicted for or otherwise criminally or civilly charged by a
governmental entity (Federal, State, or local) with commission of any of the
offenses enumerated in paragraph (1)(b) of this certification; and
(d) have not within a 3-year period preceding this Agreement had one or more
public transactions (Federal, State, or local) terminated for cause of default.
2. LOBBYING - To the best of its and its principals' knowledge and belief, that:
(a) no Federal appropriated funds have been paid or will be paid, by or on behalf
of the undersigned, to any person for influencing or attempting to influence an
officer or employee of any agency, a Member of Congress, an .officer or
employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal contract, the making of any
Federal grant, the making of any Federal loan, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment
or modification of any Federal contract, grant, loan, or cooperative agreement;
(b) if any funds other than Federal appropriated funds have been paid or will be
paid to any person for influencing or attempting to influence an officer or
employee of any agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in connection with the
Federal contract, grant, loan or cooperative agreement, the undersigned shall
complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying" in accordance with its instructions.
3. DRUG -FREE WORKPLACE REQUIREMENTS - It and its principals will
Comply by:
(a) publishing a statement notifying employees that the unlawful manufacture,
distribution, dispensing, possession or use of a controlled substance is
prohibited in the CONTRACTOR'S workplace and specifying the actions that
will be taken against employees for violation of such prohibition;
(b) establishing a drug -free awareness program to inform employees about -
Page 1 of 2

ATTACHMENT 4
(1) the dangers of drug abuse in the workplace;
(2) the CONTRACTOR'S policy of maintaining a drug -free workplace;
(3) any available drug counseling, rehabilitation and employee assistance
programs; and
(4) the penalties that may be unposed upon employees for drug abuse
•
violations occurring in the workplace;
(c) making it a requirement that each employee to be engaged in the performance
of this Agreement be given a copy of the statement required by paragraph (a)
above;
(d) notifying the employee in the statement requiredbyemployeeparagraph
(a) above, that
as a condition of employment under the grant, the
(1) abide by the terms of the statement; and
(2) notify the employer of any criminal drug statute conviction for a
violation occurring in the workplace no later than five days after such
conviction;
notifying the DEPARTMENT within ten days after receiving notice under
subparagraph (d)(2) above, from an employee or otherwise receiving actual
notice of such conviction;.
taking one of the following actions within 30 days of receiving notice under
subparagraph (d)(2) above, with respect to any employee who is so convicted-
(1) taking appropriate personnel action against such an employee, up to and
including termination; or
(2) requiring such employee to participate satisfactorily in a drug abuse
Federal,
eder ala , State or oral callon healh, program enforcement, or othapproved for such er approprioses ate
Feder ,
agency;
(g) making a good faith effort to continue to maintain a drug-freeworkplace
through implementation of paragraphs (a), (b), (c), (d), (e), and (f) above.
AND - The CONTRACTOR and its principals further certify that they:
4.. Will comply with the provisions of the Hatch Act which limit the political activities
of employees, whose principal employment activities are funded in whole or in part
with Federal funds; and
5. Will comply, as applicable, with H Hours and Safety eSDana Standards CActregardingct, the peland
labor
Act, and the Contract W
standards for federally assisted construction subagreements; and
6. Will comply with all applicable requirements of all other federal laws, executive
orders, regulations and policies governing this program.
(e)
(f)
Page 2 of 2

APPENDIX 2:
SIGNED ACCESS AGREEMENTS

Appendix E
ACCESS AGREEMENT
Site Name: Sharon Corners Shopping Center
Address:
Property more particularly described in Book 12368, page
39 of the . Mecklenburg County Registry of Deeds,
Located at or around 4700 Sharon Road, Charlotte, North
Carolina
County: Mecklenburg County
DSCA Site ID No.: Unknown
Name of Petitioner: Center Properties SPE, LLC
WHEREAS, the Petitioner is the owner of a parcel of property located at 4700
Sharon Road in Mecklenburg County, North Carolina (Property); and
WHEREAS, the Petitioner is petitioning to the North Carolina Department of
Environment and Natural Resources (NCDENR) for participation in the Dry -Cleaning
Solvent Cleanup Act Program (Program). operated by NCDENR pursuant to the Dry -
Cleaning Solvent Cleanup Act of 1997 (Act), which is codified at G.S. § 143-215.104A et
seq.; and
WHEREAS, the Petitioner understand that, should the Property be certified into
the Program, NCDENR will enter into written agreements with the Petitioner and/or
other parties concerning the assessment and/or relnediation of Dry -Cleaning Solvent
contamination on and/or around the Property; and
WHEREAS, the Petitioner understand that the implementation of such
agreements will require that NCDENR and its agents, employees, contractors and
subcontractors have free and unencumbered access to the Property for the purposes of
investigating, assessing and remediating Dry -Cleaning Solvent contamination on and
around the Property;
WHEREAS, the parties to. this Access Agreement are NCDENR and the
Petitioner;
NOW THEREFORE, in consideration of the terms and conditions contained in .
this Access Agreement, and for other good and valuable- consideration, the receipt and
sufficiency of which are hereby acknowledged, the parties hereto agree as follows:
DSCA-01: Petition For Certification, Appendix E June 2001
2052467.01
LIB:
Page 1 of 4

1. Grant of License and Permission. Center Properties SPE, LLC hereby
grant to NCDENR and its employees and agents and such contractors and
subcontractors that NCDENR shall designate, a revocable license to access the Property
for the sole purpose of:
a. Conducting on a date or dates indicated by NCDENR, investigation,
assessment or remediation activities at the Property; or
b. Determining whether investigative, assessment or remediation
activities at or around the Property are being conducted in
compliance with the Act and any assessment or remediation
agreement entered into pursuant thereto.
2. Conditions Precedent. The license created in Paragraph 1 shall take effect
upon the certification of the Property into the Program and shall remain in effect, unless
otherwise terminated pursuant to Paragraph 11 below, only so long as the Property
remains certified and is, or is expected to be, the subject of a valid assessment and/or
remediation agreement under the Program.
3. Observation. Upon the Petitioner's reasonable notice and request, the
Petitioner and its consultants shall have the right to observe any activities performed by
or on behalf of NCDENR at the Property. Upon the Petitioner's reasonable notice and
request, NCDENR or its agents, contractors or subcontractors shall allow the Petitioner
to split samples of any environmental samples obtained by or on behalf of NCDENR.
All costs associated with obtaining and analyzing the split samples shall be borne solely
by the Petitioner.
4. Interference. NCDENR shall endeavor to perform any activities
authorized hereunder at the Property in a manner that minimizes interference with the
use of the Property.
5. Insurance. NCDENR agrees torequire its contractors to demonstrate that
they have not less. than $1 million in General Liability insurance and to maintain such
insurance for the duration of their work at the Property, provided however, that
NCDENR shall have no liability for its contractor'sfailure to maintain such insurance.
6. Site Repair. NCDENR or its contractors or subcontractors shall remove
and shall have the right to removefrom the Property all equipment and other materials
belonging to NCDENR orits contractors or subcontractors within a reasonable period of
time after the completion of the activities at the Property authorized hereunder. To the
extent practicable, NCDENR shall restore the Property to the original condition it was in
prior to any activities authorized hereunder• at the Property, and except as otherwise
agreed to by the parties, shall properly abandon any monitoring wells in accordance
with any applicable laws and regulations.
DSCA-01: Petition For Certification, Appendix E June 2001
2052467.01
LIB:
Page 2 of 4

7. Notice. Any notices, reports, or other communications required or
permitted under this Access Agreement shall be addressed to the representative for each
party as set forth below:
To Petitioner:
Mr. Edward F. Long
The Crosland Group, Inc.
135 Scaleybark Drive
Charlotte, NC 28209
With Copy to: Kennedy Covington Lobdell & Hickman, L.L.P.
Bank of America Corporate Center
100 N. Tryon Street, Suite 4200
Charlotte, NC 28202-4006
Attn: David A. Franchina, Esquire
To NCDENR:
8. Limitations. All obligations of NCDENR or the State of North Carolina
pursuant to this Access Agreement shall be contingent upon the availability of moneys
in the North Carolina Dry -Cleaning Solvent Act Fund.
9. Governing Law. This Access Agreement shall be governed by and
construed in accordance with the laws of the State of North Carolina, without reference
to choice of laws principles.
10. Integration Clause. This Access Agreement represents the entire
understanding and agreement between the parties hereto and supersedes any and all
prior agreements, whether written or oral, that may exist between the parties regarding
same. No amendment or modification to this Access Agreement or any waiver of any
provisions hereof shall be effective unless in writing and signed by both parties.
11. Termination. The license created in Paragraph 1 may be terminated upon
delivery of reasonable written notice to NCDENR, which termination shall be effective
upon receipt of such notice. If no such notice is served and subject to provisions of
Paragraph 2 above, the license created herein shall remain in effect until such time as all
work or activities under the Program have been completed at the Property. The right
and obligation set out in the first sentence of Paragraph 6 shall survive the termination
of this license.
12. Modification. This Access Agreement may not be amended except in
writing by the parties to this Access Agreement.
DSCA-01: Petition For Certification, Appendix E June 2001
2052467.01
LIB:
Page 3 of 4

The parties each represent and warrant that this Access Agreement is executed
by their duly authorized representatives as of the date accepted and agreed upon below.
Accepted and agreed, this 16 day of
(Signature of Petitioner or Signator for Petitioner
(Signature for NCDENR)
DSCA-01: Petition For Certification, Appendix E June 2001
200
2052467.01
LIB:
Page 4 of 4

APPENDIX 3:
MATERIAL SAFETY DATA SHEETS (MSDS) FOR ABC AND ZVI

Material Safety Data Sheet
May be used to comply with OSHA's Hazard
Communication Standard, 29 CFR 1910 1200. Standard
must be consulted for specific requirements.
IDENTITY (as Used on Label and List)
ABC (Anaerobic BioChem)
U.S. Department of Labor
Occupational Safety and Health Administration
(Non -Mandatory Form)
Form Approved
OMB No. 1218-0072
Note: Blank spaces are not permitted. If any item is not
applicable or no information is available, the space
must be marked to indicate that.
Section l
Manufacturer's name
REDOX TECH, LLC
Emergency Telephone Number 919-678-0140
Address (Number, Street, City, State and ZIP Code)
Telephone Number for Information
919-678-0140
200 Quade Dr, Cary NC 27513
bate Prepared MAY 2004
Signature of Preparer (optional)
Section II —Hazardous Ingredientslldentity Information
Hazardous Components (Specific Chemical Identity, Common Name(s))
Other Limits
OSHA PEL ACGIH TLV Recommended ; % (optional)
Mixture of :
Lactate salts
NA NA
(0 to 60%)
Lactic acid esters
NA NA
(0 to 98.5%)
Phosphate buffer
NA
NA (0 to 0.1 %)
Ferrous Iron
NA
NA (0 to 0.1 %)
Fatty Acids
Propane-1,2,3-trio)
NA
NA
NA (0 to 5%)
NA (0 to 99%)
Section III—PhvsicallChemical Characteristics
Boiling Point
> 100 C
Specific Gravity (H20 = 1)
1.04
Vapor Pressure (rem Hg) Lactic acid esters
2.7 mbar. 20 °C
pH
6.0 to 8.0
Vapor Density (AIR = .0 Lactic acid esters
3.8
Evaporation Rate (Butyl Acetate =1)
No information
Solubility in Water Fully soluble and miscible
Appearance and Odor Light yellow to colorless liquid, slight to mild, characteristic odor
Section IV --Fire and Explosion Hazard Data
Flash Point (Method Used)
Lactic acid esters: 61 °C (ISO 2719, closed cup)
Flammable Limits
Lactic acid esters:
LEL
1.5% (100 °C)
ULL
11.4% (100 °C)
Extinguishing Media Water spray, carbon dioxide, dry powder, AFFF, foam
Special Fire Fighting Procedures
Standard procedures for chemical fires
Unusual Fire and Explosion Hazards
Thermal decomposition can release irritating gases and vapors
(Reproduce locally)
OSHA 174 Sept. 1986

Section V—Reactivity Data
Stability
Unstable
Conditions to Avoid
Stable
Temperatures above 61 °C. Will hydrolyze in
presence of water, acids and bases
ncompatiblllty (Matedais to Avoid) S rong oxidants
Hazardous Decomposition or Byproducts no known
Hazardous
Polymerization
May Occur
Conditions to Avo
Id
Will Not Occur
Section VI —Health Hazard Data
Route(s) of Entry
Inhalation? Yes, esters only
Skin? Yes
• Ingestion? Yes
Health Hazards (Acute and Chronic) Acid esters: Risk of irritation to eyes. Irritating to respiratory system. May degrease
skin.
Carcinogenicity None NTP? No
ARC Monographs? No OSHA Regulated? No
Signs and Symptoms of Exposure Red irritated skin. May cause light-headedness when used in poorly ventilated area without
proper vapor mask..
Medical Conditions
Generally Aggravated by Exposure Persons susceptible or sensitive to eye and respiratory irritation
Emergency and First Aid Procedures Inhalation: Move to fresh air; Skin: Wash skin immediately with water. Eyes: Flush with
water for at least 15 minutes, consult physician; Ingestion: Drink water and consult physician.
Section MI —Precautions for Safe Handling and Use
Use safety glasses and latex or nitrile gloves. Work in well ventilated area.
Waste Disposal Method ABC can be disposed as waste water or landfilled when in compliance with local regulations
Precautions to Be Taken In Handling and stonng May be F lammable - Do not store near ignition sources or at elevated
temperatures.
Avoid long storage times, will break down to innocuous products
Other Precautions Wear PPE when handling and keep containers tightly closed when stored.
Section VII—Control Measures
Respiratory Protection (Specify Type) If ventilation inadequate or in confined space, use respirator with filter (DIN 141)
Ventilation Local Exhaust Acid estershave low vapor pressure (2.7 special Ensure fumes can not reach ignition source
mbar at 20 °C) Standard HVAC conditions typically
adequate
Mechanical (General) Floor or stand fans
Other
Protective Gloves PVA, nitrile or latex
Eye Protection Safety glasses with side shields
Other Protective Clothing or Equipment
Work/Hygienic Practices Do not eat, drink or smoke while handling. Remove/wash contaminated clothing before reuse.

OCT-03-2006 08:54 EIM 'JERTEC S%SOVENTS
630 960 0660 P.02
Material Safety Data Sheet
ATOMET
21 S/24/25/28/29/30/50/55/59/669/67/V/70/75/ 195/95SP/414/SURV95
[QMP
Section 1. Chemical product and company Identification
Common name
Material uses
Supplier/Manufacturer
In case of emergency
: ATOMET 21 S, ATOMET 24, ATOMET 25, ATOMET 28, ATOMET 29, ATOMET 30,
ATOMET 50, ATOMET 55, ATOMET 59, ATOMET 589, ATOMET 07, ATOMET 88,
ATOMET 70, ATOMET 76, ATOMET 86, ATOMET 95, ATOMET 958P, ATOMET 414,
ATOMET SURV95
Powdered metallurgy.
Quebec Metal Powders Ltd.
1855 Marle-VIctorin
Sorel -Tracy, Quebec
Canada, J3R 4R4
Tel :[phone]
QMP Metal Powders
(Suzhou)
D-008, No. 1 Su Hue road
Suzhou Industrial Park
Suzhou, China, 215021
Tel: [phone]
QMP METAL POWDERS
GmbH
Postfach 100253
D-41002 Mtinchengladbac
Germany
Tel: [phone]
Fax: [phone]
: America : +1-450.748-5050
Europe :449-2181-352-800
Asia: +88-512.87613181
Section 2. Hazards Identification
Physical state
Emergency overview.
Routes of entry
Potential acute health effects
Eyes
Skin
Inhalation
Ingestion
Potential chronic health
effects
Medical conditions
aggravated by over-
exposure •
See toxicological Information (section 11)
Solid. (Powder.)
No specific hazard.
USE WITH CARE.
Follow good Industrial hygiene practice.
Dermal contact. Eye contact. Inhalation. Ingestion.
May cause eye irritation.
No known significant effects or critical hazards.
: May cause respiratory tract Irritation.
: No known significant effects or critical hazards.
: Carcinogenic effects: Not classified or listed by IARC, NTP, OSHA, EU and ACGIH.
Mutagenic effects: Not available.
Teratogenic effects: Not available.
: Repeated exposure of the eyes to a low level of duet can produce eye Imitation.
Section 3. Composition, Information on Ingredients
Ingredient name
North. America
Iron
Europe
Iron
See section 16 for the full text of the II -phrases declared above
Classification
UN number IDLH H F R Special CAS number % by weight
Not regulated. - 0 0 1 7439-89-8 > 90
Classification
Not classified.
EC number
231-098-4
Thls materiel Is classified as not hazardous under OSHA regulations In the United States, the WHMIS In Canada, the
NOM-018-STPS-2000 in Mexico, Brazil NBR 14725:2001, the European Directives and Inany other country In
Asia/Pacific, Africa or the Middle -East.
O. See Sections 8, 11 and 14 for details.
Date of luue s 03/30/200B
w„wortshKEMIKA
Page: 1/5
man

OCT-03-2006 08:54 AM VERTEC EISOVENTS
630 960 0660 P.03
ATOMET
. 21 SI24i26/28/29/30/50/55/69/880/87/BBRQ176188/86195S PI414/S U RV98
Section 4. First aid measures
Eye contact
Skin contact
Inhalation
Ingestion
Notes to physician
Check for and remove any contact lenses. In case of contact, Immediately flush eyes
with plenty of water for at least 20 minutes. Gat medical attention if irritation occurs.
Wash with soap and water. Get medical attention If Irritation occurs.
Move person to fresh air. Get medical attention If breathing difficulty persists.
Do not induce vomiting. Never give anything by mouth to an unconscious preen. Get
medical attention If symptoms appear.
No specific antidote.
Section 5. Fire fighting measures
Flammability of the product :
Fire -fighting media and : Use a fog nozzle to spray water. SEE SPECIAL REMARKS ON FIRE HAZARDS.
Instructions
Special protective : Fire-fighters should wear appropriate protective equipment.
equipment for flr9•ftghtera
Special remarks on fire As with any finely granulated product, (i.e flour) a risk of fire is present should the
hazards material be dispersed In air and exposed to a source of ignition. Fine powder forms
flammable and explosive mixturea In air.
Non-flammable.
Section 6. Accidental release measures
In case of a major spill
Personal precautions : Immediately contact emergency personnel. Keep unnecessary personnel away. Use
suitable protective equipment (section 8).
Environmental precautions: Avoid dispersal of spilled material, runoff and contact with soli, waterways, drains and
sewers.
Methods for cleaning up : If emergency personnel ere unavailable, vacuum or carefully scoop up spilled material
and place in an appropriate container for disposal. Avoid creating dusty conditions and
prevent wind dispersal.
Section 7. Handling and storage
Handling
Storage
: Avoid breathing dusts. Avoid prolonged contact with eyes, skin and clothing. Wash
thoroughly after handling. Keep container in a ventilated area.
: Keep contalner;cloaed. Keep container In a ventilated area.
Section 8. Exposure controls, personal protection
Engineering controls
Personal protection
Eyes
Respiratory
: Use process enclosures, local exhaust ventilation or other engineering controls to keep
alrbome levels below recommended exposure limits. If user operations generate dust,
fumes or mist. use ventilation to keep exposure to airborne contaminants below the
exposure limit.
: Safety eyewear complying with an approved standard should be used
and selected based on the task being performed and the riska Involved
(avoid exposure to liquid splashes, mists, gases or dusts).
Where there le a risk of exposure to high velocity particles safety glasses
or face shield complying with en approved standard should be used to
protect against Impact. Where there Is a risks of exposure to dusts,
goggles should be used.
Recommended: Safety glasses.
: Use a properly fitted, particulate filter respirator complying with an
approved standard If a risk assessment Indicates this Is necessary.
Respirator selection must be based on known or anticipated exposure
levels, the hazards of the product and the safe working limits of the
selected respirator.
Date or issue : 03130/2006
Au,hondIr KEMI KA
Page: 2/6
ti-.WI ming, r,

OCT-03-2006 00:54 AM VERTEC BISOVENTS
630 960 0660
P.04
Hands
Skin/Body
Personal protection in case :
of a large split
Product name
Iron
ATOMET
21 Si2,4I2512Bl29130150l55/5916891eY/88170175l86195I95SP/414/SURV95
: Recommended: Leather gloves.
: • Personal protective equipment for the body should be selected based on
the task being performed and the risks Involved.
Recommended: Overall.
Safety glasses and or goggles and or face shield should be used depending on the task
being performed. Leather gloves. Overall. Boots. Wear MSHA/NIOSH approved
respiratory apparatus or equivalent if required.
Exposure lignite
ACG(N TLV (United States).
TWA: 10 mg/m a 8 hour(s). Form: Inhalable panicle.
Consult local authorities for acceptable exposure limits.
Section 9. Physical and chemical properties
Physical state
Color
Melting/freezing point
Specific gravity
Bulk density
DIspersibility properties
Solubility
Solid. (Powder.)
Gray.
1535°C (2795°F)
7.88
2.4 to 3.2 glcm'
Not dispersible in cold water, hot water.
Insoluble in cold water, hot water.
Section 10. Stability and reactivity
Stability and reactivity : The product is stable.
Incompatibility with various : Reactive with oxidizing agents and reducing agents.
substances
Hazardous polymerization : Will not occur.
Section 11. Toxicological information
Acute Effects
Eyes : May cause eye irritation.
Skin : No known significant effects or critical hazards.
Inhalation : May cause respiratory tract Irritation.
Ingest! on : No known significant effects or critical hazards.
Potential chronic health : Carcinogenic effects: Not claaaifred or listed by (ARC, NTP, OSHA, EU and ACGIH.
effects Mutagenic effects: Not available.
Teratogenlc effects: Not available.
Section 12. Ecological information
Products of degradation
: Some metallic oxides.
(Section 13. Disposal considerations
The generation of waste should be avoided or minimized wherever possible. Avoid
dispersal of spilled material, runoff and contact with soil, waterways, drains and sewers.
Disposal of this product, solutions and arty by-products should at all times comply with
the requirements of environmental protection end waste disposal legislation and any
regional end local authority requirements.
Waste disposal
Consult your local or regional authorities.
Date or Issue a 03/3012006
Au,h,r ay KEMIKA
Page: 3/6

OCT-03-2006 08:55 AM VERTEC SISOVENTS
630 960 0660
P.05
ATOMET
21$124/215/28/29130/60/85I691889187/88/70175/88106196SP1414/S URV98
Section 14. Transport Information
Classification
ADN IADR 1TDG /DOTI IMDG/ IAFA: Not regulated.
Label
Not applicable.
Additional Information
Not applicable.
Section 15. Regulatory information
United States
HCS Classification
U.S. Federal regulations
State regulations
Canada
WHMIS (Canada)
Mexico
Classification
EU regulations
Product use
International regulations
International Iiste
; Not regulated.
: TSCA : All components listed.
SARA 302/304/311/312 extremely hazardous substances: No products were found.
SARA 302/304 emergency planning end notification: No products were found.
SARA 302/304/3111312 hazardous chemicals: Na products ware found.
SARA 311/312 MSDS distribution - chemical inventory - hazard Identification: No
products were found.
Clean Water Act (CWA) 307: No products were found.
Clean Water Act (CWA) 311: No products were found,
Clean Air Act (CAA) 112 accidental release prevention: No products were found.
Clean Air Act (CAA) 112 regulated flammable substances: No products were found.
Clean Air Act (CAA) 112 regulated toxic substances: No products ware found.
: Pennsylvania RTK Sulfur alloyed: (generic environmental hazard)
Massachusetts RTK: Sulfur alloyed
New Jersey: Sulfur alloyed
No products were found.
: Not regulated.
DSL : All components listed.
Health
Flammability
Reactivity
Special
; Classification and labeling have been performed according to EU Directives 871548/EEC
and 1999/45/EC (including amendments) and the Intended use.
- Industrial applications.
This product is not listed on ntalor international inventories or exempted fmm being listed
in Australia (AICS), Europe (EINECS/ELINCS), Korea (TOOL), Japan (METI/MOL),
Philippines (RA6969).
Date of issue t 03/30/2008
/Wd ond6r KEMIKA
Page: 4/6
.w..d4. Ta- m

OCT-03-2006 08:55 AM VERTEC BISOVENTS
630 960 0660
P.06
ATOMET
21 S124126/28129130150/55/691669/67168170!161Ba19619S8P1414/S;URV83
Section 16. Other information
Label requirements : USE WITH CARE.
Hazardous Materiel
Information System (U.S.A,)
National Fire Protection
Association (U.S.A.)
`Health
Fire hazard
Reactivity
I Personal protection C
Flammability
Health instability
Special
Full text of R-phrases ; Not applicable.
referred to In sections 2 and
3 - Europe
Full text of classifications : • Not applicable.
referred to in sections 2 and
3 - Europe
3
.1
References : ANSI 2400.1, MSDS Standard, 2004. - Manufacturer's Material Safety Data Sheet. -
29CFR Pert1910.1200 OSHA MSDS Requirements. - 49CFR Table List of Hazardous
Materials, UN#, Proper Shipping Names, PG. - Canada Gazette Part II, Vol, 122, No. 2.
Registration SOR/88-64, 31 December 1987. Hazardous Products Act "ingredient
Disclosure List" - Canadian Transport of Dangerous Goode, Regulations and Schedules,
Clear Language version 2005. - Official Mexican Standards NOM-018-STPS-2000 and
oft NOM-004-SCT2-1994. Brazil NBR 14725:2001.
Date of issue ; 03/30/2006
Date of previous Ispue : 10/30/2005
Version : 2
Notice to (eider
To the beat of our knowledge, the Information contained herein la accurate. However, neither the above named
supplier nor any of Its subsidiaries assumes any liability whatsoever for the accuracy or completeness of the
Information contained herein. Final determination of suitability of any material Is the sole responsibility of the user.
All materials may present unknown hazards and should be used with caution. Although certain hazards are
described herein, we cannot guarantee that these are the only hazards that exist.

APPENDIX 4:
CASE STUDIES

Providingfi ovativeSoil and Water Sohitions
A CASE STUDY FOR THE APPLICATION OF ANEAROBIC BIOCHEM PLUS
(ABC) TO TREAT GROUNDWATER CONTAMINATED WITH
1,1,1-TRICHLOROETHANE (TCA) AND DAUGHTER PRODUCTS
In April 2006, a pilot test was conducted involving injection of Anaerobic Biochem Plus
(ABC+) at a site in Greenville, OH, where elevated concentrations of TCA and daughter
products DCA. and CA have been reported in groundwater. The source of the contamination is
believed to be from a disposal pit and two former burn pits, which were excavated as part of
remedial efforts between 1989 and 1995. To date, ongoing remedial efforts have included
groundwater recover, treatment, and discharge to the local publicly owned treatment works. A
groundwater treatability study conducted in 2005 determined that dueto the presence of
daughter products, reductive dechlornation has occurred at the site. However, the lack of
organic carbon and sulfide indicates that the reducing environment has insufficient substrate to
promote full dechlorination. ABC+ was selected as a cost effective means to stimulate
enhanced reductive dechlorination (ERD) and promote in situ treatment of the target
contaminants.
Anaerobic Biochem Plus (ABC) is a mixture :of Anaerobic Biochem (ABC) and 10 per cent
by weight of Zero Valent Iron (ZVI). ABC® is a patented mixture of lactates and fatty .acids:.
ABC® contains soluble lactic acid as well as slow- and long-term releasing compounds.
Treatment of chlorinated organic compounds by ZVI has been proven and widely accepted as
an effective in situ remediation technology :of chlorinated solvents such as TCA; : The addition
of ZVI to the ABCs Mixture provides a number of advantages for enhanced reductive
dechlorination (ERD). The ZVI will provide an immediate reduction. The ABC® will provide
short-term and long-term nutrients to anaerobic growth, which also assists to create a reducing
environment. In addition, the corrosion of iron metal yields ferrous iron: and hydrogen, both of
which are possible reducing agents.
Injection of the A'BC+ was performed using Geoprobe direct push drilling techniques and
targeted two separate geologic units. One unit was a silty clay aquitard from approximately 10
to 20 feet bgs. The .other unit was a confined sand and gravel aquifer from 20.to 35 feet bgs.
The aquitard was addressed near monitoring well MW-17B and the aquifer was addressed near
monitoring well MW-14C (Figure 1). Two separate areas were selected so that injection
within one unit would not influence the other. Two injection locations were addressed within
eachtest area.
The ABC+ was mixed on site and injected directly into the subsurface through the Geoprobe
drill rods. 600 and 900 Ibs of the ABC® formula were injected into the aquitard acid aquifer
units, respectively. The ABC® was mixed with water at a 15 percent by weight solution to
increase dispersion, resulting in approximately 400 and 600 gallons for the aquitard and aquifer
units, respectively. ZVI was added to the ABC® formula at a 10 per cent by weight ratio
Redox Tech, LLC

Redox-TechT-LL
Pipvidingliniova(iiv Soil and Watei Solutions
Injections were conducted at increments of 4 feet across the target zone(s) to ensure adequate
vertical dispersion occurred.
Groundwater samples frorn monitoring Wells were collected monthly after the injections were
completed. During this tune the groundwater recoyery system remained off. Figure 2 presents
graphical representation of the results from monitoring wells IV1W-1713 and MW-14C.
Groundwater concentrations of TCA were observed to decrease in both the aquifer and aquitard
units after injection of ABC+. Within 6 months, concentrations in both units had dropped over
99% from pre -injection values to below the action level of 200ug/L. The reduction of TCA
resulted in the corresponding production of daughter .products DCA and CA and therefore
increases in these concentrations are observed. HoWever, 7 months after the injections were
completed, DCA concentrations within both zones have begun to decrease. In fact,
concentrations of DCA within the aquitard (114W-17B) have dropped below the action level of
1,400 ug/L.
Based on results from this pilot stndy, full-scale implementation of ABC ÷ within the aquifer is
planned for Spring 2007.
Figure 1. Site Layout
f?i$'. 0,0
P*0:04.*,YoiL
4 61* ii0,*131i.Li
0 , ei.j,iCrii1p.414
(e77 AN,EA
Redox Tech, LLC

Re-do-r-Teehr-L
Providiilglnnovalive Soil and Watei•.Solutions
Figure 2. Groundwater Sampling Results
Concentration (µg/L)
1;000,000
100,000
10,000
1,000
100
10
MONITORING WELL.MW-14C
B1ot.Stddy Injectien-Event
(April 13, 2006)
:::
. . -. ...
♦ - ... - .. -.
DCA Arlifin L v& = 1 400 molt
TCA Aetiori Level = 200 mall - .... ..
tTCA (1,1,1 Trichioroelhahe)
-9-DCA (1,1-Dichloroethane)
- -pA (Chlaroelhane)
`p0 0 Ah ph Ah Ah ph A�i p5 00 0 0 ph 0Ah Ah p0 vp yh p0
PQ O.\ '� �3 04 yyQ p°� �A O`P Sao FeO lac PQr �y� jJo �� P;p ym� OLD °, OyC
Date
14,000
12,000
i0000
8,000
6,0p0
4,000
2,DDo
MONITORING WELL MW-17B
f-TCA.1,1,1 Trichloroethane'
DCA 1,1-Dichloroethene
-*- CA Chloroelhane
Pilot Study ln)ection;Event
(Apr111 p, 2006)
CA Action':Level =:6,10.0-pg/L
D..A Aulun Leve
*CA Action Level = Z00 h i
o`' py Qh. .ph Ah `' Ah Ah h A0 A6 A0 03 A0 A0 A0 A0 p0 "A0 ' ci°
?Q� 40 °r # Q_0� e� c,c5- ,oe Dap F0� sD� � 4aA ��c �J\ � `eq �� #5% �U
Date
CONTACT INFORMATION: Steve Markesic;
markesicOredox-tech.com
Phone: [phone]
-Redox Teclr, LLC

A CASE STUDY FOR THE APPLICATION OF ABC® INJECTION
TO STIMULATE ANAEROBIC BIODEGRADATION OF CIS-
DICHLOROETHENE AND VINYL CHLORIDE
Redox Tech, LLC developed a proprietary process to promote anaerobic biodegradation of chlorinated
solvents in groundwater, The process involves the injection of a patented mixture (Anaerobic Biochem
ABC()) of lactates, fatty acids, and a phosphate buffer. Unlike competitor's products, the mixture is
specifically formulated for each site. ABC® contains soluble lactic acid as well as slow- and long-term
releasing components. The phosphate buffer provides phosphates, which are a micronutrient for
bioremediation. In addition, the buffer helps to maintain the pH in a range that is best suited for microbial
growth. Using a GeoProbe® and proprietary injection equipment, Redox Tech is able to inject ABC® in
most geologic environments, including low -permeability silt and clay. Redox Tech conducted a field
pilot test to demonstrate the application of its injection process and its effectiveness on cis=dichloroethene
(cis-DCE) and vinyl. chloride.
INSIDE LOOK AT THE'REDOX TECH REMEDIAL "APPROACH
Many common organic groundwater
contaminants can be treated in situ by
enhanced anaerobic processes: These types of
contaminants include chlorinated solvents,
some chlorinated aromatics, nitroaromatics,
inorganics (e.g. nitrate and perchlorate), and
metals (e.g. chromium). With anaerobic
biodegradation, the
electron donors). Electron doriors.can include.
co -contaminants such as petroleum
hydrocarbons or natural organic inatter. If
these donors are not available or are not
sufficient, the anaerobic process can be
enhanced by introducing a food source into
the subsurface. One of the most effective and
environmentally benign
target contaminants Reductive dechlorination involves the sequential
are "reduced" with
removal of chlorine atoms. Tetrachloroethene
,(PCE) is sequentially converted to its daughter
hydrogen, unlike products trichloroethene (TCE), cis -DCE, vinyl
chemical oxidation chloride, ethene, and ethane. Organisms capable
or aerobic processes of fully degrading PCE and TCE to ethene use
where oxygen is the hydrogen as a food source. However, excessive
working chemical. hydrogen levels wilt compete with and impede
For optimal the growth of degrading microorganisms.
anaerobic
degradation to occur, more energetically
favorable electron acceptors such as oxygen,
nitrate, manganese; ferric iron or sulfate must
first be consumed. There also must be
sufficient food, or electron donors, for the
bacteria to thrive. Ivlicroorganisms, like
humans, breath electron acceptors arid eat
electron donors. To optimize anaerobic
biodegradation, the goal is to choke the
plume (deppete oxygen and other electron
.acceptors); before it starves (depletes food or
ABC®, is protected by US Patent 6,001,252;'Redox Tech has a license for this product.
food sources are fatty
acids, such as ABC®.
Under reducing
conditions, the bacteria
that degrade chlorinated
organics use the
chlorinated organics as
electron receptors.
Natural degradation can
be halted by:
• Inadequate source of food or electron
donors
• Inadequate source or type of
microorganism
• Highly reducing conditions in which
competing microorganisms :use the
food source with alternative electron
acceptors

CASE STUDY RESULTS
MaeDM Air Force Base
MacDill Air Force Base.(MacDill) is located in Tampa, Florida. The base supports the Air. Force
Central Command and is approximately 5, 638 acres. It formerly served as a mission training
base for F 16 fighter squadrons. Groundwater and soil at the site are 'contaminated with a wide
range' of contaminants, including petroleum products, pesticides, munitions; polychlorinated
biphenyls, heavy metals, volatile organic compounds, and solvents. The pilot test was completed.
at Site 57, which contains trace levels of TCE, plus the anaerobic daughter products including cis-
DCE and vinyl chloride (VC). The original TCE at the site has essentially anaerobically decayed,
however, cis-DCE and VC levels were stagnant. Extensive geochemical data for Site 57 indicated
that the conditions were reducing, but the conditions were not ideal for reduction of cis-DCE and
vinyl chloride. Redox Tech formulated ABC® for Site 57 and used hydraulic fracturing to inject
ABC®. The goal of the pilot test was to demonstrate. that. ABC® would stimulate degradation of
the cis-DCE and vinyl chloride.
Redox Tech completed held activities at Site 57 in April 2003. ABC@ solutions were injected
near an apparent source zone of the cis-DCE plume, defined as concentrations greater than 700
ppb. The area also had high vinyl chloride concentrations, defined as concentrations greater than
70 ppb. The target interval was a silt, sand and limestone mixture, commonly called limestone
mud. ABC® was injected at 18 locations circling monitoring well MWO6A. As shown in Figure
1, the locations hcluded an inner circle of 6 points located 5 to 10 ft from the Well and an outer
circle of 12 points located 15 to 20 ,ft from the well.
Redox Tech completed the injections with a Geoprobe® using standard 1-1/4 inch rods and a
Geoprobe® proprietary injection tool. The injection was completed over a two and one-half day
period. The formation fist was hydraulically fractured with the ABC® solution at depth. Fracture
initiation pressures were as high as 175 psi in some locations. The desired volume of solution was
injected over each interval. Injections proceeded upwards from the bottom of the targeted interval
in approximate 3-foot increments.
The enhanced biodegradation results from the ABC® injection are shown in Figure 2. Within
weeks of injecting ABC®, there was a significant decrease in the observed levels of DCE. In
conjuction and as expected, there was a :corresponding increase in the levels of VC; The VC
resulted from the anaerobic decay of the DCE. There was also an increase in ethene and ethane
levels from the VC being converted to ethene and ethane. After two months, the DCE levels were
below the regulatory limit. The VC continued to decrease after the DCE reach non -detect levels.
Volatile fatty acid (VFA) analyses were completed during the test. The VFA levels increased after
the injection and remained elevated for six months following injection. The site is now being
considered for full-scale remediation with injection of ABC®.

Conecntrmfion;ppb(microgramsfliter)
Figure I. Injection Points and Monitoring Well Locations
1000
900
800
700
600
500
400
300
200
100
cis-DCE
'143Etheiie + Ethane
Vinyl chloride
120
-100g
6
60
n
Li
OL
c.
C
— 40 .w
•a`
20
O
U
'.. t"""'`t 0
Nov-02 Dec-02 Jan-03 Feb-03 Mar-03 Apr-03 May-03 Jun-03 Jul-03 Aug-03 Sep-03 Oct-03 Nov-03
Date
Figure 2. Monitoring Data from MWO6A

A CASE STUDY FOR THE APPLICATION OF ABC® TO
STIMULATE_ ANAEROBIC BIODEGRADATION OF
TRICHLOROETHANE '(TCA)
In May 2005, ABC®'was applied into the overburden and upper weathered bedrock zones at an
industrial complex in Stoughton, MA Where elevated concentrations of trichloroethane (TCA)
have been reported in groundwater. The original source of contamination appears to associated
with past handling practices of TCA. Elevated concentrations of PCE, TCE, cis-DCE and
daughter products of TCA, specifically DCA and DCE, have also been reported. Currently, a
pump and treat system is in place that recovers and treats groundwater from within the deeper
bedrock zone. Anaerobic BioChem (ABC®) was applied at the site to enhance the anaerobic
decay of the target contaminants. The area of treatment encompasses approximately _4,000 square
feet and targets a saturated thickness of approximately 10 feet within a, glacial till overburden and
the'top ofbedrock.
Approximately 650 and 1,300 pounds of ABC® were injected into each injection well location
targeting the overburden soils; and the upper weathered bedrock zone, respectively. Figure 1
illustrates the injection locations with respect to the current monitoring well network. Injection
of ABC® was performed through 3/4-inch diameter PVC wells,constructed with 5-ft long screens.
Eleven (11) injection wells were installed in the overburden using a Geoprobe® direct:push drill
rig, and four (4) injection wells were installed in the upper bedrock zone using an auger drill rig.
ABC® solution was mixed withwater into a fifteen percent by weight solution to increase
dispersion during: injection. At injection locations screened within the upper weathered bedrock,
a denser solution of ABC® was piepaied so that it would fall finder gravity into the bedrock: The
recovery wells that are part of the pump and treat system were allowed to operate to enhance the
downward migration of the solution. Due to its chemical makeup and high solubility in water, .no
adverse impacts to the pump and treat system would occur if the ABC® solution were recovered
by the system.
Groundwater samples from monitoring wells were collected approximately five and a half (5.5)
months following the application of ABC®. Results from monitoring wells MW-02; MW-45I,
and MW-46I are presented in Figure 2. An order of magnitude decrease in concentrations of
TCA, PCE, and TCE are evident in samples from monitoring wells MW-2 and MW-461, with
nearly a 50% reduction in MW-45I. In fact, TCA concentrations in monitoring well MW-2
decreased from 24,500ppb prior to injections, to 980ppb post ABC® treatment. Increases in
DCA concentrations, a daughter product of TCA, were reported in samples from all three
Monitoring wells providing evidence that reductive dechlorination of TCA is occurring. In
addition, the decreasing concentrations of TCE, and the subsequent increases in cis-1,2-DCE
concentrations, a -daughter product of TCE, is evident in monitoring wells MW-02, MW-451, and
MW-46I providing further evidence of reductive dechlorination.
Another line of evidence suggesting that ABC® has enhanced the reductive dechlorination of
TCA and subsequent daughter products is the reported concentrations of chloroethene in wells
RW-100 and RW-102 at 152 ppb and 81 ppb, respectively. Chloroethene is a daughter product of
DCA and has never been reported in samples collected from within the target area (since 1998).
The operation of these recovery wells subsequent to the ABC® application has likely drawn
www.redoz-tech.coin

those compounds downwardfrom the treatment areas through the bedrock. Full-scale application
will be completed at. the site in Spring 2006.
/
91'Ll
' \.
-!'
Rol—tU3 ? sNi
hl. i (OLD) '& M -1P ® 0
P,4Y=102(9—' •.-
r� rim•-�..-T-��_..=_ ..RI4�-`19,.BR
• -101 b_
kfJ-go ® U,!1Y -2
0 =OVERBL)RDEN INJECTION
= BEDROCK INJECTION
•
cvdmia*urai
FVEdhld{ mnovc
•
MW-9-
Figure 1. Injection Points and Monitoring Well Locations
CONTACT INFORMATION:
Steve Markesic
Markesic a redox-tech.com
Phone: [phone]
www.redox-tech.com

mw-ti?
a 25003
20003
o 15000
.1=
(2) • 10000
o 500)
0
7 Pre-k-jectl on Samples .colectcl on 4/15/05
Tost-Islectin SanplPs eplettPti pri 11/01 /05
. . .
, .
*Post hjection
Sample Collectlon
. - •
ril1;VD(A
1.31,1-DQE
PCE
btot
&Poo
kt 90
o. obo
ism
c
• ou,u
a 2500
•E' .2000
1:03
g 1000
MVV-451
,;.
1Pre4cttonatriptp collt0. 9n 6/10/04
PostIrecionsampIes 0311kted bii 11/02/05
Pro.InJeCtion
:••• :1. 1:: ••••• • • :::::
vasim--1:2; :
Sample doIJocton
„ .
'Post InlectIo0
ci 1.1,14CA
r2 .17DC A
.1 tiCE
oc.ts
OtdE
;50
• .• ••,-.•
P?Po
. isac
c
O 2uyu
•.=
1,11s00
• 1000
o •
so?
0
MVy-461
*Pre -Injection sample coltectd on 06/10414
•PcitiriectIon SOrtiplecoiectecipn)iteein6.•
, - • , ' •
. . .
60riiiitp 6;41001°0
. ,
• . • • • . .
*Post 61JectIon
0 1,1',1-TQA
1,1-DCA
,
01 1-DCE
cls1,ZDCp
pcg,
bil'CE • :
Figure 2. Monitoring Data
www.redox-tech.com

APPENDIX 5:
DIAGRAMS AND PHOTOGRAPHS OF INJECTION SYSTEM

Redox Tech, LLC
In -situ Chemical Injection Diagram
The following diagram shows how the injection trailer is related to other major elements for insitu chemical injections. The major
elements are:
1. The injection trailer
2. Water source
3. Remediation chemical
4. Air compressor
5. Geoprobe direct push rig and tooling
6. Forldift

Redox Tech,LLC
In -situ Chemical Injection Diagram
Water:Source::Fire
hydrant -is best (>100
gpm) —©
tliodet 185 DPO,1D4n ; .` CaglaryClass 100.3185:.
±DaY.eijrft*id Resat c7B5.con': ;Camptessar1B5CP Dlesol.
: ..,
itYM P�axwC100paIQ. - Powercl Ey Dleael;
gOrOpira Ranoa7 60.12Q8610: ?..
wesoht(wt .2130I0s _ ..
"Lo alkider OtarOr 130.81n::
nuncialoarcifmwy..60.5 In.?,=•
..ireloOe SSA
. iaNill fRAozJaanC.',90024TDlasel'.,
Redox Tech; LLC.
In-sit'u :Chemical Injection "Diagram
Chemical tote
(330 gal) —.can
dispense contents
by gravity with
forklift or transfer
with pumps on
trailer. Gravity
feed is fastest
Forklift —lifting capacity
must.be-matched:with type
ofcontainerand type based
on field conditions.

Redox Tech, LLC
In -situ: Chemical Injection Diagram
Airline from.
compressor
Fire hydrant
.hose
Remediaton
Chemical.
Redox Tech Tniectiiin Trailer
Recirculation
hose and
pressure
relief.line:
Alternative
pump