WI0300150_Regional Office Historical File Pre 2018

HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 5, 2010
B. Richard Aldahan c/o
A&G Real Estate, LLC
P.O. Box 5988
Lighthouse Point, Fl. 33074
Ref: Issuance of Injection Permit WI0300150
Nissan West Automotive Dealership Site
Gastonia, Gaston County, North Carolina.
Dear Mr. Aldahan:
-E:EcLow
Li OCT 1 8.2010
NC r:
DIN(' Aquifer Proter:tion
Dee Freeman
•Secretary
hi accordance with the application received on June 25, 2010, we are forwarding permit number WI0300150. This permit
is to inject a 3DMe solution to remediate groundwater contaminated with chlorinated ethenes at the facility referenced
above. This permit shall be effective from the date of issuance until September 30, 2012, and shall be subject to the
conditions and limitations stated therein, including the requirement to submit a fmal project evaluation as stated in PART
VII — MONITORING AND REPORTING REQUIREMENTS. Please note that some of the monitoring requirements
have changed from your application. Please read the entire permit to ensure that you are aware of all compliance
requirements of the permit.
You will need to notify this office by telephone 48 hours prior to initiation of operation of the facility. In order to
continue uninterrupted legal use of the injection facility for the stated purpose, you must submit an application to renew
the permit 120 days prior to its expiration date. Please contact me at [phone] or at [e-mail] if you
have any questions about your permit.
cc: drew rfeTr2Muoresyill_,re Regionalwafficw
Brad Newton, Div. of Waste Management, UST Section
Robert C. Foster, III, Principal, MacTec Engineering and Consulting, Inc
WI0300150 Permit File
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: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwateroualitv.orq
An Equal Opportunity \ Affirmative Action Employer
Best Regards,
John R. Mc ray
Environmental Specialist
North Carolina

gjMACTEC
engineering and constructing a better tomorrow
August 13, 2010
Mr. John McCray
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section — Groundwater Protection Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Subject:
'' zoo
11 AU G 2 3
SvalsoWNOM
ProtectionRO
Addendum to Application for Permit to Construct and/or
Use a Well(s) for Injection
Nissan West
Gastonia, North Carolina
NCDENR Incident 36777
MACTEC Project 6228-08-4834
Dear Mr. McCray:
On behalf of A&G Real Estate, LLC, MACTEC Engineering and Consulting, Inc. (MACTEC) is
submitting this Addendum to the Application for Permit to Construct and/or Use a Well(s) for
Injection for the subject property located in Gastonia, Gaston County, North Carolina. This
addendum was prepared following a meeting at the site between Mr. Rob Foster of MACTEC and
Ms. Maria P. Schutte of NCDENR on August 9, 2010. Mr. Foster and Ms. Schutte discussed the
application and she requested that additional information be submitted to the Division of Water
Quality for review. Each topic of discussion is described below with an appropriate explanation:
Site Plan
Ms. Schutte requested that a site plan be prepared and submitted that depicts the contaminant
source area, property boundaries and the nearby creek. The figure is included as Figure 1 of this
addendum.
Subsurface Profile
Ms. Schutte requested that a subsurface profile drawing be prepared and submitted to support the
proposed injection strategy. A revised groundwater contour map (Figure 2) showing the
subsurface profile line and the profile drawing (Figure 3) are included in this addendum. Based
on the available data, MACTEC intends to modify our original injection strategy as outlined in
MACTEC Engineering and Consulting, Inc.
280'1 Yorkmont Road, Suite 100 • Charlotte, NC 28208 • Phone: [phone] • Fax: [phone]
License Number: F-0653
www.mactec.com
Printed ivirit Enviromnentally-R ponsible Products „.
Please Recycle!

Addendum to Application for Injection Permit
Nissan West
MACTEC Project 6228-08-4834
August 13, 2010
the application (Section IV — Injection Data, Subsection C — Injection Well Construction Data) as
follows:
C. INJECTION WELL CONSTRUCTION DATA
1. Injection will be via proposed wells to be constructed for that purpose. Provide the data
in (2) through (6) below as proposed construction specifications:
2. Well Drilling Contractor's Name: Probe Technology, Inc.
3. NC Well Contractor Certification Number: 2724
4. Date to be constructed: August — September 2010 Number of borings: 2
Approximate depth of each boring (feet): 20
5. Screened interval/Injection interval of injection wells:
Depth: 10 to 20 feet below ground surface (if multiple intervals, indicate
shallowest and deepest depth).
6. Well casing (N/A if injection is through direct push rods): Not Applicable
Type: ( PVC ( Stainless steel ( Other:
Casing depth: to ft.
7. Grout (N/A if injection is through direct push rods): Not Applicable
Type: ( Cement ( Bentonite ( Other: _
Grout depth: to ft.
Groundwater Monitoring
Based on Ms. Schutte's request, MACTEC intends to modify our original post -injection
groundwater monitoring plan as outlined in the application as follows:
One pre -injection groundwater sampling event was performed in June 2010 to assess current
groundwater quality. The sampling parameters included VOCs and the data was included in the
original application. Based on the relatively low concentrations of the contaminant of concern
and the projected fate of the injectant (up to 18 months), MACTEC proposes up to two quarterly
post -injection groundwater sampling events following the completion of 3DMe/HRC application.
The initial sampling event will be conducted approximately one month after injection, with the
subsequent sampling event occurring 3 months thereafter. Field parameter measurements will be

Addendum to Application for Injection Permit
Nissan West
MACTEC Project 6228-08-4834
August 13, 2010
recorded during these events, including dissolved oxygen and oxidation reduction potential
(ORP). The objective of the groundwater monitoring is to evaluate effectiveness of groundwater
treatment by assessing trends of CVOC concentrations. A summary of the post -treatment
groundwater monitoring plan is presented in the attached table.
Well I.D.
Initial Post -Excavation
Sampling
Second Post -Injection
Sampling
Analytical Parameters
MW-3
September — October
2010
December 2010 — January
2011
VOCs by EPA Method
6200B
If you have questions concerning this submittal, please contact the undersigned at (704) 357-
8600.
Sincerely,
MACTEC ENGINEERING AND CONSULTING, INC.
`.,.drew J. Frantz, A:E.P.
StaffScientist
akt&U-bi
F®»
Cc: Ms. Marihet%a
Robe
Princip
chiue, 1?\1CD ' K Division of Water Quality
ciE

Addendum to Application for Injection Permit
Nissan West
MACTEC Project 6228-08-4834
• FIGURES
August 13, 2010

Source: Aerial Photograph obtained from Gaston County GIS, dated 2009.
Project Boundary
0
125
250
375
500
Feet
NA
MACTEC
AERIAL PHOTOGRAPH
NISSAN WEST
2755 EAST FRANKLIN BLVD
GASTONIA, NORTH CAROLINA
PREPARED
BY
DATE
CHECKED, vC
BY (c
DAT
'13-10
JOB NUMBER 6228-08-4834
FIGURE

E
0
0
0
0
rn
ID
0
0
z
0
J
J
W
W
3
z
co
m
co
co
0
W
0
c
0
N
0
0
0
MAIN BLDG.
3' MAN DOOR
NEW OIL/
WATER
SEPARATOR
UNIT
- -
O L
BOLLARD
GARAGE DOOR
co
co
c.s%
BURIED
ELECTRICAL
CONDUIT
MW-3 \ I
(688.46) 1 1
1
1
I /
/
0
//
/ FORMER
��- EXTENT OF
J EXCAVATION
c
c
og [<0.
MW-1
(687.96)
EXPLANATION
0 APPROX. LOCATION OF GROUNDWATER
MONITORING WELL
(687.90) GROUNDWATER ELEVATION (FT., 6/4/10)
GROUNDWATER CONTOUR (FT.)
GENERALIZED GROUNDWATER FLOW DIRECTION
NOTES
1) CONTOUR INTERVAL = 0.25 FT
2) ELEVATIONS ARE REFERENCED TO AN
ASSUMED DATUM (TOP OF CASING
MW-3=700.00 .FT)
0 PROPOSED INJECTION POINTS
[ 2.0] PCE CONCENTRATION (JUNE 2010)
ESTIMATED HORIZONTAL EXTENT OF VOC'S
(JUNE 2010 DATA)
A A'
SUBSURFACE PROFILE LINE
[<0.5]
MW-2
(687.90)
APPROXIMATE SCALE IN FEET
5 2.5 0 5
MACTEC
ENGINEERING & CONSULTING, INC.
OFFICE_LOC
GROUNDWATER CONTOUR MAP
NISSAN WEST
2755 EAST FRANKLIN BLVD.
GASTONIA, NC
PREPARED
BY
JOB NO.
I DATE
6228-08-4834
CHECKED oic
I DATE
&'13-10
FIGURE
2

Thu, 19 Aug 2010 - 4:59pm
710
705
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
700
o -
>_ -
- 0
_
-
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685
680
675
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----7-\-----7-\
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Al // L _v~-
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0 ___--lo^»
———�_o/—
�70\ //opL
4-00
v
ALLUVIAL SANDY SILT
0
~.
~-
_
.^
EXPLANATION
GROUND -SURFACE
GROUND -WATER ELEVATION
PCE IN WATER
TCE IN WATER (ppb)
NOT DETECTED
_
ao
^o`
-o
BT
2.0
1. 2
~.
�O�
�oc
�
ESTIMATED VERTICAL
EXTENT OF PCE/TCE
SOIL SYMBOLS
WASHED GRAVEL
ALLUVIAL SANDY SILT
SCREENED
INTERVAL
PROFILES
BT
GROUNDWATER
ELEVATION
BORING TERMINATED
BT
_
5
4
|
APPROXIMATE
SCALE (FEET)
710
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
685
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
680
675
ENGINEERING &mzNSULnwG, INC.
CHARLOTTE, NORTH CAROLINA
SUBSURFACE PROFILE A -A' NISSAN WEST
PREPARED DATE nxsnxco |uxTE
= ��-(��-m
JOB NO. FIGUREu22u-UO-4O34

Page 1 of 2
MAPQUEST
Trip to 16104 Blackberry Hills Dr
Midland, NC 28107-9200
78.14 miles - about 1 hour 37 minutes
Notes
Robert Foster w/ MAYTEC 704-357-5530
41 610 E Center Ave, Mooresville, NC 28115-2578
1. Start out going WEST on E CENTER AVE toward E
STATESVILLE AVE.
2. Turn LEFT onto S MAIN ST / NC-152 / LANDIS HWY.
3. Turn RIGHT onto NC-152 1 W MCLELLAND AVE.
4. Turn SLIGHT LEFT onto NC-150.
/-\ 5. Merge onto 1-77 S via the ramp on the LEFT toward
�!" �ii CHARLOTTE.
bii;,1 _4_,, 6. Merge onto 1-485 S via EXIT 19B toward
® SPARTANBURG.
Z9
7. Take the 1-85 / US-29 / US-74 exit, EXIT 9-10, toward
GREENSBORO / SPARTANBURG 1 WILKINSON BLVD.
8. Merge onto 1-85 S via EXIT 10B toward GASTONIA /
SPARTANBURG.
9. Take the COX RD exit, EXIT 21, toward RANLO.
F4� 10. Turn LEFT onto COX RD.
11. Turn LEFT onto E FRANKLIN BLVD / E FRANKLIN
ST / US-29 N / US-74 E.
12. 2755 E FRANKLIN BLVD is on the RIGHT.
A to B Travel Estimate: 41.63 mi - about 47 minutes
2755 E Franklin Blvd, Gastonia, NC 28056-8201
1. Start out going EAST on E FRANKLIN BLVD / E
FRANKLIN ST / US-29 N / US-74 E toward LINEBURGER
RD. Continue to follow E FRANKLIN BLVD / US-29 N / US-
74 E.
2. Turn LEFT onto S MAIN ST.
3. Merge onto 1-85 N toward CHARLOTTE.
4. Take the NC-16 / BROOKSHIRE BLVD exit, EXIT 36,
toward US-74 E 1 DOWNTOWN.
/1_ 5. Merge onto NC-16 S toward CHARLOTTE / ERICSSON
1±..STADIUM.
go 0.6 mi
go 0.0 mi
go 1.0 mi
go 1.9 mi
go 15.8 mi
go 11.6 mi
go 0.4 mi
go 9.6 mi
go 0.2 mi
go 0.3 mi
go 0.2 mi
go 0.0 mi
go 1.4 mi
go 0.2 mi
go 13.7 mi
go 0.2 mi
go4.0mi
http://www.mapquest.com/print 8/4/2010

Page 2 of 2
g2 owl 6. Merge onto US-74 E via EXIT 28 on the LEFT toward •
a1> NC-27 E / INDEPENDENCE BLVD.
co
7. Merge onto ALBEMARLE RD / NC-27 E via EXIT 246 on
the LEFT.
8. Turn RIGHT onto CABARRUS RD.
9. Turn LEFT onto OLD CAMDEN RD.
10. Turn LEFT onto PLAINCREST RD (Portions unpaved).
11. Turn RIGHT onto BLACKBERRY HILLS DR (Portions
unpaved).
12. 16104 BLACKBERRY HILLS DR is on the LEFT.
B to C Travel Estimate: 36.51 mi - about 49 minutes
41 16104 Blackberry Hills Dr, Midland, NC 28107-9200
Total Travel Estimate : 78.14 miles - about 1 hour 37 minutes
Route Map Hide
Ail rights reserved. Use subject to License/Copvricht j Mac Legend
go 3.7 mi
go 2.8 mi
go0.6mi
go0.2mi
go 0.6 mi
go0.0mi
Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or
expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any toss or decay resulting from
your use of MapQuest. Your use of MapQuest means you agree to our Terms of Use
http://www.mapquest.com/print 8/4/2010

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: July 26, 2010
To: ❑ Landon Davidson, ARO-APS
❑ Art Barnhardt, FRO-APS
® Andrew Pitner, MRO-APS
❑ Jay Zimmerman, RRO-APS
From: John McCray , Groundwater Protection Unit
Telephone: [phone]
E-Mail: john.mccray(cncdenr.gov
❑ David May, WaRO-APS
❑ Charlie Stehman, WiRO-APS
❑ Shen-i Knight, WSRO-APS
Fax: [phone]
A. Permit Number: WI0300150
B. Owner: B. Richard Aldahan
C. Facility/Operation: Nissan West Automotive Dealership
® Proposed ❑ Existing ❑ Facility
❑ O
,C)`
r
c_
Zz
Iv
CO
ca 01
o▪ '
a
D. Application:
1. Permit Type: ❑ Animal n Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediation (ND)
® UIC (5I) in -situ groundwater remediation
For Residuals: ❑ Land App. ❑ D&M n Surface Disposal
❑ 503 • ❑ 503 Exempt 111 Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
® Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, 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

Beverly Eaves Perdue
Governor
North Caroiina. Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
July 14, 2010
B. Richard Aldahan
A & G Real Estate LLC
PO Box 5988
Lighthouse Point, NC 33074
Subject: Acknowledgement of Application No. WI0300150
Nissan West Automotive Dealership
Injection In situ Groundwater Remediation Well (5I)
Gaston
Dear Mr. Aldahan:
VI -Ns Lt c; l J V--
JUL 2 8 2010
-1CC3TNP,MRO
u1f; r..._ rr ion
Dee Freeman
Secretary
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on June 25, 2010. This application package has been assigned the number listed above and will be reviewed by
John McCray.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final action by the
Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete
application. .
If you have any questions, please contact John McCray at 919-715-6168, 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 oruchart.ndf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
MC(Or\Q___
for Debra J. Watts
Supervisor
cc: lv ooresutlle Regrorial:Office;,Aqurfei'Pro"tection Section -''
MACTEC Engineering & Consulting, Inc (Robert Foster III - 2801 Yorkmont Road, Suite 100, Charlotte, NC 28208)
Permit Application File WI0300150
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: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwaterauality.orq
One
1\©rthCaraiina
An Equal Opportunity \ Affirmative Action Employer

OMACTEC
engineering and constructing a better tomorrow
June 25, 2010
Mr. Thomas Slusser, Hydrogeologist
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section — Groundwater Protection Unit
2728 Capital Boulevard
Raleigh, North Carolina 27604
Subject:
Application for Permit to Construct and/or
Use a Well(s) for Injection
Nissan West
Gastonia, North Carolina
NCDENR Incident 36777
MACTEC Project 6228-08-4834
Dear Mr. Slusser:
IL/
/il JUL82010 1
LN-rc----tp7Tf,-------J
J
e
On behalf of A&G Real Estate, LLC, MACTEC Engineering and Consulting, Inc. (MACTEC) is
submitting this Application for Permit to Construct and/or Use a Well(s) for Injection for the
subject property located in Gastonia, Gaston County, North Carolina. This permit application
was prepared in general accordance with the North Carolina Department of Environment and
Natural Resources Division of Water Quality guidance UIC-51/5T dated August 2007.
If you have questions concerning this submittal, please contact the undersigned at (704) 357-
8600.
Sincerely,
MACTEC ENGINEERING AND CONSULTING, INC.
J. Frantz, A.E.P.
Staff Scientist
For
Enclosures With P rmission
Robe
PrincipA
.60
"Ngdttst avA -
RECEIVED / DENR / DWQ
AQUIFFR PROTFPTIN SECTION
MACTEC Engineering and Consulting, Inc.
2801 Yorkmont Road, Suite 100 • Charlotte, NC 28208 • Phone: [phone] • Fax: [phone]
License Number: F-0653
JUN252010
www.mactec.com
i
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Please Recycle!

Revised 6/09 UIC-51/5T
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 INT
Type 5I Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injec fion
:
• Do not use this form for remediation systems that extract contaminated groundwater, treat it, and reinject the tre4t,gd--groundwater.
• Submit TWO copies of the completed application and all attachments to the address on the last page of this fo () c
• Any changes made to this form will result in the application package being returned. c C-�I r-
S
;'i
Application Number (to be completed by DWQ):
I. GENERAL INFORMATION:
1. Applicant's Name (generally the responsible party): A&G Real Estate, LLC
2. Signing Official's Name*: B. Richard Aldahan Title: Property a wner
* Signing Official must be in accordance with instructions in part VI on page 7.
3. Mailing address of applicant: Mr. B. Richard Aldahan
P.O. Box 5988
City: Lighthouse Point
State: F.L. Zip: 33074
Telephone number: 561-213-3930 Fax number: None
4. Property Owner's Name (if different from Applicant): Same As Above
5. Property Owner's mailing address:
City: State: Zip:
6. Name and address of contact person who can answer questions about the proposed injection project:
Name: Robert C. Foster, III
Company: MACTEC Engineering and Consulting, Inc.
Address: 2801 Yorkmont Road, Suite 100
Title: Principal
City: Charlotte State: N.C. Zip: 28208
Telephone number: 704-357-5530 Fax number: 704-357-8638
Email Address: RCFoster(&,mactec.com
II. PERMIT INFORMATION:
1. Project i• ( 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 NA and the issuance date NA
For renewal without modifications, fill out sections I & II only, sign the certification on the last page of this
form, and obtain the property owner's signature to indicate consent (if the applicant is not the owner).
For all renewals, submit a status report including monitoring results of al�b�,__,�' i'ection activities to date.
rit(' !�/E1 D / DENR / DWQ
AQUIFPR PPnTFr'm- ,11 AFC T ION
JUN 25 2010
Page 1 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells — In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
III. INCIDENT & FACILITY DATA
A. FACILITY INFORMATION
1. Facility name: Nissan West Automotive Dealership
2. Complete physical address of the facility: 2755 East Franklin Boulevard
City: Gastonia County: Gaston State: N.C. Zip: 28054
B. INCIDENT DESCRIPTION
1. Describe the source of the contamination: The Former oil/water separator unit was installed at the site
in the mid-1980's. In October 2009, as part of a real estate transaction, a prospective purchaser of the
subject property retained Mineral Springs Environmental, P.C. (Mineral Springs) to perform Phase II
Environmental Assessment activities relative to the on -site oiUwater separator. The results of the
assessment identified Volatile Organic Compounds (VOCs) in a boring (GP-1) adjacent to the separator.
In February 2010, MACTEC arranged for the removal of the oil/water separator and excavation and
disposal of the affected soil.
2. List all contaminants present in soils .: r at the site (contaminants may be listed in groups, e.g.,
gasoline, diesel, jet fuel, fuel oil, hlorinated ethenes, hlorinated ethanes, metals, pesticides/herbicides, etc):
Tetrachloroethene
3. Has LNAPL or DNAPL ever been observed at the site (ev.en if outside the injection zone)? No
( Yes If yes, list maximum measured separate phase thickness feet
( No If no, list maximum concentration of total VOCs observed at site: ppb
4. A. « . m aaing the contamination incident:
UST Section
(D
quifer Protection Section
( Hazardous Waste Section
5. Incident managers name Mr. Brad Newton
( Superfund Section (including REC Program and DSCA sites)
( Solid Waste Section
( Other:
and phone number 704-663-1699
6. Incident number or other site number assigned by the agency managing the contamination incident:
36777
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: None
2. DWQ Non -Discharge or NPDES permits: None
3. County or DEH subsurface wastewater disposal permits: None
4. Other environmental permits required by state or federal law: None
Revised 6/09
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 renzediation must be reviewed by the
Occupational and Environmental Epidemiology Section (OEES) of the Division of Public Health, Department of
Health and Human Services. Review the list of approved injectants or contact the UIC Program to determine if
the injectants you are proposing have been reviewed by OEES.
Injectant: 3DME MicroEmulsion (advanced hydrogen release compound) by Regenesis and water
Concentration at point of injection: 10:1,10% solution by volume, 10 parts water to 1 part 3DME
2. Source of fluids used to dilute or chase the injectants listed above:
( Grounprivate well or any well within '/ mile of injection site
(Air
( Other:
3. If any well within % mile of injection site, a private well, or surface water is to be used as the fluid source, supply
the following information: No Known wells within 'A -mile of injection site.
a. Location/ID number of source: NA
b. Depth of source: NA
c. Formation: NA
d. Rock/Sediment type: NA
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 remediati.on permit using application for-rn.
GWRS.
B. PROPOSED OPERATING PARAMETERS
1. Duration of Injection: About 8 hours
a. Maximum number of separate injection events: 1
b. Expected duration of each injection event: about 8 hours
c. Expected duration between events (if more than one event):
2. Injection rate per well: 2 to 8 gallons per minute (gpm)
3. Total Injection volume: 685 gallons per day (gpd);
4. Injection pressure: less than 100 pounds/square inch (psi)
5. Temperature at point of injection: Ambient °F
gallons per event (if separate events)
6. Briefly describe how the above parameters will be measured and controlled: MACTEC personnel will
oversee the injection event and measure the injection rate, total volume, injection pressure and
Revised 6/09 UIC-5I/5T Page 3 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
temperature.
7. Estimated hydraulic capacity of the well: 8
C. INJECTION WELL CONSTRUCTION DATA
1. Injection will be via:
(
(
gpm
Existing well(s) proposed for use as an injection well. Provide the data in (2) through (6) below to the best of
your knowledge.
Proposed well(s) to be constructed for use as an injection well. Provide the data in (2) through (6) below as
proposed construction specifications.
2. Well Drilling Contractor's Name: Probe Technology, Inc.
NC Well Contractor Certification number: 2724
3. Date to be constructed: July — August 2010
Approximate depth of each boring (feet): 30
Number of borings: 2
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): Not Applicable
Type: ( PVC ( Stainless steel( Other:
Casing depth: to ft.
6. Grout (N/A if injection is through direct push rods): Not Applicable
Type: ( Cement ( Bentonite
Grout depth: to ft.
V. ATTACHMENTS
( Other:_
Provide the following items as separate attachments with the given headings:
A. SITE HISTORY
Provide a brief description of the site history including:
(1) site usage historically and present,
(2) origin of the contamination,
(3) previous remedial action(s).
NOTE: G.S. 89E-18 requires that any geologic plans, reports, or documents in which the performance is related to the
public welfare or safeguarding of the environment be prepared by a licensed geologist or subordinate under their
direction. G.S. 89E-13 requires that all drawings, reports, or documents involving geologic work prepared or approved
by a licensed geologist, or a subordinate under their direction, be signed and sealed by the licensed geologist.
Revised 6/09 UIC-5I/5T Page 4 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
B. HYDROGEOLOGIC DESCRIPTION
Provide a hydrogeologic description, soils description, and cross section of the subsurface to a depth that includes the
known or projected depth of contamination. The hydrogeologic description shall include:
(1) the regional geologic setting;
(2) significant changes in lithology;
(3) the hydraulic conductivity, transmissivity, and specific yield of the aquifer to be used for injection, including a
description of the test(s) used to determine these parameters; and
(4) the depth to the mean seasonal high water table.
C. INJECTION FLUID COMPOSITION
Describe the chemical, physical, biological and radiological characteristics of each injectant. Attach the Material Safety
Data Sheet (MSDS) for each injectant. If a private well or a well within 'A mile of the injection site is used as the source
well, include chemical analysis of source fluid here.
D. INJECTION RATIONALE
Attach a brief description of the rationale for selecting the injectants and concentrations proposed for injection, including:
(1) goals of the injection project;
(2) explanation and/or calculations of how the proposed injectant volume and concentration were determined;
(3) a description of the reactions between the injectants and the contaminants present including specific breakdown
products or intermediate compounds that may be formed by the injection; and
(4) summary results of modeling or testing performed to investigate the injectant's potential or susceptibility to change
(biological, chemical or physical) in the subsurface.
E. INJECTION PROCEDURE AND EQUIPMENT
Provide a detailed description of all planned activities related to the proposed injection including but not limited to:
(1) construction plans and materials;
(2) operation procedures;
(3) a detailed diagram of the surface and subsurface portions of the system; and
(4) a planned injection schedule.
F. MONITORING PLAN
Provide a plan for monitoring the results of the injection, including:
(1) a list of existing and proposed monitoring wells to be used;
(2) a list of monitoring parameters and analytical methods to be used; and
(3) a schedule for sampling to monitor the proposed injection.
NOTE: The selected monitoring wells must be located so as to detect any movement of injection fluids, process by-
products, or .formation fluids outside the injection area or zone. The monitoring parameters should include the target
contaminants as well as secondary or intermediate contaminants which may result from the injection and other
parameters which may serve to indicate the progress of the intended reactions, such as pH, ORP, dissolved oxygen, and
other electron acceptors and donors. The monitoring schedule should be consistent with the pace of the anticipated
reactions and rate of transport of the injectants and contaminants.
Revised 6/09 UIC-5I/5T Page 5 of 7

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 5I Wells —In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
G. WELL DATA
Provide a tabulation of data on all existing or abandoned wells within 1/4 mile of the injection well(s) which penetrate the
proposed injection zone, including, but not limited to, monitoring wells and wells proposed for use as injection wells.
Such data shall include a description of each well's use (water supply, monitoring, etc), total depth, screened or open
borehole depth interval, and well construction or abandonment record, if available.
H. MAPS
Attach the following scaled, site -specific maps:
(1) Area map based on the most recent USGS 7.5' topographic map of the area, at a scale of 1:24,000 and
showing the location of the proposed injection site.
(2) Site map including:
a. all property boundaries;
b. all buildings within the property boundary;
c. existing and proposed injection wells or well field(s)
d. any existing sources of potential or known groundwater contamination, including waste storage,
treatment or disposal systems within 1/4 mile of the injection well or well system;
e. all surface water bodies within 1/ 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
c. existing and proposed monitoring wells
d. existing and proposed injection wells
VI. CERTIFICATION (to be signed as required below or by that person's authorized agent)
NCAC 15A 2C .0211(b) requires that all permit applications shall be signed as follows:
1. for a corporation: by a responsible corporate officer
2. for a partnership or sole proprietorship: by a general partner or the proprietor, respectively
3. for a municipality or a state, federal, or other public agency: by either a principal executive officer or
ranking publicly elected official
4. for all others: by the well owner.
Revised 6/09 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
If an authorized agent is signing on behalf of the applicant, then supply a letter signed by the applicant that
names and authorizes their agent.
I hereby certify under penalty of law that I have personally examined and am familiar with the information
submitted in this document and all attachments therein, and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate, and
complete. I am aware that there are penalties, including the possibility of fines and imprisonment, for submitting
false information. I agree to construct, operate, maintain, repair, and if applicable, abandon the injection well(s)
and all related appurtenances in accordance with the approved specifications and conditions of the Permit.
Printed Name and Title: Tj •'t C 6(4 /6441-if AA/ , P tAfi U'T
Signature: - /, A 4644 Date: D
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.)
As owner of the property on which the injection well(s) are to be constructed and operated, I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection well(s) conform to the Well Construction Standards
(Title 15A NCAC 2C .0200).
Printed Name and Title:
Signature: 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]
RECEIVED / DENR / DVVQ
AQUIFFR'PR(1TFr..TInJ gFrpON
JUN 25 2010
Revised 6/09
UIC-5I/5T Page 7 of 7

Nissan West - UJC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 5
V. ATTACHMENTS

Nissan West - U1C Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 6
ATTACHMENT A
SITE HISTORY

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 7
SITE HISTORY
(1) Site Usage and History
The site is comprised of one land parcel (Gaston County Tax Parcel 117802) totaling 7.47 acres that was
developed as a Nissan automobile dealership in about 1986 (Figures 1 and 2). The dealership includes
sales offices, a showroom, an automotive repair shop, and a detailing/car wash area surrounded by
asphalt -paved parking and wooded land to the southeast. New cars are parked to the east, southeast, and
west of the building. No painting or bodywork repair is performed on the site. The site is accessed from
East Franklin Boulevard.
Based on our review of historical information, the site has been developed with the current building since
1986. Prior to construction, the site was wooded or used as farmland. The site history was obtained
through interviews with persons knowledgeable of the site and from a review of historical aerial
photographs.
(2) Origin of Contamination
It is our understanding that the former oil/water separator was installed at the time the building was
constructed in the mid-1980s. In October 2009, as part of a real estate transaction, a prospective
purchaser of the subject property retained Mineral Springs Environmental, P.C. (Mineral Springs) to
perform Phase II Environmental Assessment activities relative to the on -site oil/water separator. The
results of the assessment identified Volatile Organic Compounds (VOCs) in a soil boring (GP-1) adjacent
to the separator. The initial assessment identified 53.3 pg/L of Tetrachloroethene in the groundwater at
the source area.
A second consultant, Southeast Technical Services, P.C. (STS) performed additional assessment on
behalf of A&G Real Estate, LLC. STS advanced four soil borings (GP-2 through GP-5) in the vicinity of
the oil/water separator to attempt to assess the lateral extent of the VOC-affected soil identified by
Mineral Springs. STS also installed two monitoring wells and one piezometer at the site to assess the
groundwater. In summary, the results of this assessment concluded that the soil and groundwater impact
reported by Mineral Springs was limited to the area within 10 feet of the separator. No detectable
concentrations of VOCs were identified in the groundwater samples collected.
Consequently, A&G Real Estate, LLC retained MACTEC to remove the oil/water separator. On
February 4, 2010, a subcontractor to MACTEC, McCall Brothers, Inc. (McCall) mobilized a backhoe
excavator to the subject property and removed the subject oil/water separator unit. The separator was

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 8
constructed of a solid concrete base with masonry block sides and a solid concrete slab top. MACTEC
personnel mobilized to the subject property to observe and record pertinent information relative to the
separator system removal.
(3) Previous Remedial Action
Following the removal of the oil/water separator unit, on February 19 and 25, 2010, McCall under
direction from MACTEC, excavated affected soil in the vicinity of the former separator. A total of 100
tons of affected soil was excavated and disposed at a permitted facility.
The most recent groundwater analytical data confirmed further reduction of the concentrations of VOCs
with only Tetrachloroethene (2.0 µg/L) that exceeded the NC 2L standard of 0.7 µg/L.

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 9
ATTACHMENT B
HYDROGEOLOGIC DESCRIPTION

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 10
HYDROGEOLOGIC DESCRIPTION
(1) Regional Geologic Setting
The site is located within the King's Mountain Belt of the Piedmont Physiographic Province consisting of
low rounded hills and long rolling northeast to southwest trending ridges with incised creek channels.
Based on a review of the geologic map, the site is underlain by the Blacksburg Formation consisting of
graphite, schist and phyllite.
The Soil Survey of Gaston County indicates that soils at the site are classified as Chewacla loam and
Udorthents, loamy soils. Udorthents consist of areas where the original soils have been altered by cutting,
filling and shaping. Chewacla soils are poorly drained soils and are found along flood plains along creeks
and rivers. According to the FEMA floodplain map, the eastern portion of the site is located in a
floodplain next to Duharts Creek. Groundwater at the property flows to the east toward Duharts Creek
(Figure 5).
(2) Changes in Lithology
The former excavation (Figure 5) was backfilled with washed gravel from a depth of about 12 feet below
grade to land surface. The native saturated soil encountered during drilling and excavation consisted of
alluvial sandy silt. Wells MW-1 and MW-2 were installed by others in the native alluvial soil at the site.
Well MW-3 was installed by MACTEC within the former excavation area.
Groundwater flow in the water table aquifer follows surficial topography and flows east to Duharts Creek.
Based on the June 2010 sampling data, the contaminant of concern present in the surficial aquifer is
Tetrachloroethene (2.04L). The dissolved phase plume in the water table aquifer is estimated to be less
than 30 feet long, 20 feet wide and 20 feet thick.
(3) Aquifer Properties
No aquifer test data was generated during the limited site assessment activities performed to date. Based
on grain size information, published literature and our extensive experience with piedmont soils,
MACTEC used the following aquifer properties to scope the injection:
• Soil Type: Alluvial Sandy Silt
• Total Porosity: 0.20
• Effective Porosity: 0.10 (Fetter, 1980)
6 Hydraulic Conductivity: 1 x 10 -3 cm/sec (estimated)

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 11
G Hydraulic Gradient: 0.02 ft./ft. (measured by MACTEC)
(4) Mean Seasonal High Water Table
Historical depth to groundwater measurements recorded between 2009 and 2010 in the existing shallow
monitoring wells (MW-1 through MW-3) ranged from 10.21 to 11.54 feet below grade.

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MA CTEC Project: 6228-08-4834
June 25, 2010
Page 12
ATTACHMENT C
INJECTION FLUID COMPOSITION

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 13
INJECTION FLUID COMPOSITION
The proposed injection event will be conducted in the water table aquifer using an electron donor
compound (3DMe) for the treatment of CVOCs in groundwater at the Site. Mixing of the injectant will
be conducted on -site using municipal water. 3-D Microemulsion is a time -release electron donor
compound which incorporates esterified lactic acid with esterified fatty acids to stimulate reductive
dechlorination for extended periods. 3DMe is composed of a hydrogen release compound -partitioning
electron donor (HRC-PED), fatty acids, glycerol tripolylactate and glycerol that, when combined, behave
as surfactants, with a hydrophilic end and lipophylic end. As a result, the molecules tend to align
themselves with the hydrophilic ends in water, while the lipophylic ends bind to organic compounds.
3DMe has a low positive Hydrophile/Lipophile Balance index allowing it to sorb organic contaminants,
but have significant solubility in water to move through the saturated soil matrix and fractured bedrock
zone beneath the Site. A Material Safety Data Sheet (MSDS) is included for the 3DMe injectant.

3-D Microemulsion (3DMe)TM
MATERIALS SAFETY DATA SHEET
Last Revised: March 26, 2007
Section 1 — Material Identification
Supplier:
REGENESIS
1011 Calle Sombra
San Clemente, CA 92673
Phone: [phone]
Fax: [phone]
E-mail: [e-mail]
• Glycerides, di-, mono [2-[2-[2-(2-hydroxy-1-oxopropoxy)-1-oxopropoxyl]-1-
oxopropoxy]propano ates]
Chemical Name(s): • Propanoic acid, 2-[2-[2-(2-hydroxy-1-oxopropoxy)-1-oxopropoxy]-1-
oxopropoxy]-1,2,3-propanetriyl ester
• Glycerol
Chemical Family: Organic Chemical
Trade Name: 3-D Microemulsion (3DMe)TM
Synonyms: HRC AdvancedTM HRC-PED (Hydrogen Release Compound — Partitioning
Electron Donor)
Product Use: Used to remediate contaminated groundwater (environmental applications)
Section 2 — Chemical Identification
CAS# Chemical
823190-10-9
61790-12-3 or
112-80-1
201167-72-8
HRC-PED
Fatty Acids (neutralized)
Glycerol Tripolylactate
56-81-5 Glycerol

Regenesis — 3-D Microemulsion MSDS
Section 3 — Physical Data
Melting Point: Not Available (NA)
Boiling Point: Not determined (ND)
Flash Point: > 200 °F using the Closed Cup method
Density: 0.9 -1.1 g/cc
Solubility: Slightly soluble in acetone. Insoluble in water.
Appearance: Amber semi -solid.
Odor: Not detectable
Vapor Pressure: None
Section 4 — Fire and Explosion Hazard Data
Extinguishing Media:
Use water spray, carbon dioxide, dry chemical powder or appropriate foam
to extinguish fires.
Water May be used to keep exposed containers cool.
For large quantities involved in a fire, one should wear full protective clothing and a NIOSH approved
self contained breathing apparatus with full face piece operated in the pressure demand or positive
pressure mode as for a situation where lack of oxygen and excess heat are present.
Section 5 — Toxicological Information
Acute Effects:
RTECS#
Irritation Data:
May be harmful by inhalation, ingestion, or skin absorption. May cause
irritation. To the best of our knowledge, the chemical, physical, and
toxicological properties of the 3-D Microemulsion have not been
investigated. Listed below are the toxicological information for glycerol,
lactic acid and fatty acid.
MA8050000
Glycerol
SKN-RBT 500 MG/24H MLD
EYE-RBT 126 MG MLD
EYE-RBT 500 MG/24H MLD
85JCAE-,207,1986
BIOFX* 9-4/1970
85JCAE-,207,1986

Regenesis — 3-D Microemulsion MSDS
Section 5 — Toxicological Information (cont)
Toxicity Data:
Target Organ Data:
ORL-MUS LD50:4090 MG/KG
SCU-RBT LD50:100 MG/KG
ORL-RAT LD50:12,600 MG/KG
IHL-RAT LC50: >570 MG/M3/1H
IPR-RAT LD50: 4,420 MG/KG
IVN-RAT LD50:5,566 MG/KG
IPR-MUS LD50: 8,700 MG/KG
SCU-MUS LD50:91 MG/KG
IVN-MUS LD50:4,250 MG/KG
ORL-RBT LD50: 27 MG/KG
SKN-RBT LD50: >10 MG/KG
IVN-RBT LD50: 53 MG/KG
ORL-GPG LD50: 7,750 MG/KG
FRZKAP (6),56,1977
NIIRDN 6,215,1982
FEPRA7 4,142,1945
BIOFX* 9-4/1970
RCOCB8 56,125,1987
ARZNAD 26,1581,1976
ARZNAD 26,1579,1978
NIIRDN 6,215,1982
JAPMA8 39,583,1950
DMDJAP 31,276,1959
BIOFX* 9-4/1970
NIIRDN 6,215,1982
JIHTAB 23,259,1941
Behavioral (headache), gastrointestinal (nausea or vomiting), Paternal
effects (spermatogenesis, testes, epididymis, sperm duct), effects of fertility
(male fertility index, post -implantation mortality).
Only selected registry of toxic effects of chemical substances (RTECS) data is presented here. See
actual entry in RTECS for complete information on lactic acid and glycerol.
Fatty Acids
Acute oral (rat) LD50 value for fatty acids is 10000 mg/kg. Aspiration of liquid may cause
pneumonitis. Repeated dermal contact may cause skin sensitization.
Section 6 — Health Hazard Data
One should anticipate the potential for eye irritation and skin irritation with large scale exposure or in
sensitive individuals. Product is not considered to be combustible. However, after prolonged contact
with highly porous materials in the presence of excess heat, this product may spontaneously combust.
Handling: Avoid continued contact with skin. Avoid contact with eyes.
In any case of any exposure which elicits a response, a physician should be consulted immediately.
First Aid Procedures
Inhalation:
Ingestion:
Remove to fresh air. If not breathing give artificial respiration. In case of
labored breathing give oxygen. Call a physician.
No effects expected. Do not give anything to an unconscious person. Call a

Regenesis — 3-D Microemulsion MSDS
physician immediately. DO NOT induce vomiting.
Section 6 — Health Hazard Data (cont)
Skin Contact:
Eye Contact:
Flush with plenty of water. Contaminated clothing may be washed or dry
cleaned normally.
Wash eyes with plenty of water for at least 15 minutes lifting both upper
and lower lids. Call a physician.
Section 7 — Reactivity Data
Conditions to Avoid: Strong oxidizing agents, bases and acids
Hazardous Will not occur.
Polymerization:
Further Information: Hydrolyses in water to form lactic acid, glycerol and fatty acids.
Hazardous Decomposition Thermal decomposition or combustion may produce carbon monoxide
Products: and/or carbon dioxide.
Section 8 — Spill, Leak or Accident Procedures
After Spillage or
Leakage:
Disposal:
Neutralization is not required. The material is very slippery. Spills should
be covered with an inert absorbent and then be placed in a container. Wash
area thoroughly with water. Repeat these steps if slipperiness remains.
Laws and regulations for disposal vary widely by locality. Observe all
applicable regulations and laws. This material may be disposed of in solid
waste. Material is readily degradable and hydrolyses in several hours.
No requirement for a reportable quantity (CERCLA) of a spill is known.
Section 9 — Special Protection or Handling
Should be stored in plastic lined steel, plastic, glass, aluminum, stainless steel, or reinforced fiberglass
containers.
Protective Gloves:
Eyes:
Ventilation:
Storage:
Vinyl or Rubber
Splash Goggles or Full Face Shield. Area should have approved means of
washing eyes.
General exhaust.
Store in cool, dry, ventilated area. Protect from incompatible materials.

Regenesis — 3-D Microemulsion MSDS
Section 10 — Other Information
This material will degrade in the environment by hydrolysis to lactic acid, glycerol and fatty acids.
Materials containing reactive chemicals should be used only by personnel with appropriate chemical
training.
The information contained in this document is the best available to the supplier as of the time of
writing. Some possible hazards have been determined by analogy to similar classes of material. No
separate tests have been performed on the toxicity of this material. The items in this document are
subject to change and clarification as more information becomes available.

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 14
ATTACHMENT D
INJECTION RATIONALE

Nissan West - U1C Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4839
June 25, 2010
Page 15
INJECTION RATIONALE
(1) Injection Project Goals
The primary goal of the proposed remediation is to reduce the concentration of Tetrachloroethene in
groundwater to a concentration less than the groundwater quality standard defined in 15A NCAC 2L.0202
(2L Standards) while promoting longer term monitored natural attenuation.
(2) Description of Contaminant/Injectant Interactions
Reductive dechlorination is the mechanism by which chlorinated compounds are biodegraded into less
harmful constituents such as ethene and ethane. The proposed product, 3DMe, is anticipated to promote
the reductive dechlorinization of PCE and other chlorinated compounds detected in the subsurface. It is
anticipated that intermediate compounds will include the daughter products of PCE and TCE, such as 1,1-
dichloroethene, 1,2-dichloroethene, 1,1-dichloroethane and vinyl chloride.
3DMe is a patented molecule (patent pending) specifically desiped to time release a combination of highly
efficient electron donors. Additionally, 3DMe was designed with a relatively high hydrophilic/lipophilic
balance (HLB), allowing dilute suspensions to be well distributed across contaminant plumes. Upon
application to the subsurface, 3DMe begins to produce hydrogen and to distribute hydrogen generating
compounds to the subsurface through a series of hydration and fermentation reactions. This process provides
for an immediate as well as time -release supply of hydrogen to fuel the demands of the anaerobic reductive
dechlorination process. Typical longevity for 3DMe is up to 2 years or more on a single injection and up to 4
years or more under optimal conditions.
(3) Summary of Modeling or Pilot Testing.
Modeling and/or pilot testing have not been conducted at the site. However, 3DMe has been successfully
used to treat CVOCs in groundwater at sites throughout the United States and at much higher
concentrations than those observed at the Nissan West site.

Nissan West - U1C Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 16
ATTACHMENT E
INJECTION PROCEDURES AND EQUIPMENT

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
M4 CTEC Project: 6228-08-4834
June 25, 2010
Page 17
INJECTION PROCEDURE AND EQUIPMENT
(1) Construction Plans and Materials
In -Situ chemical injection will be applied to the impacted water table aquifer zone (directly into the
targeted chemical treatment zone at approximately 10 to 30 feet) through direct push rods. The entire
borehole will be filled with the 3DMe solution. MACTEC plans two injection points will be used within
the affected area. The treatment application is focused on the source area location where the
tetrachloroethene concentrations have been observed.
(2) Operation Procedures
The proposed injection(s) will be conducted in accordance with the 3DMe manufacturers guidelines, as
specified in the attached Installation Instructions.
(3) Surface and Subsurface System Diagram
In -Situ chemical injection is proposed for the site via specifically design low pressure (i.e., <100 psi)
injection wells using mixing tanks and low pressure pumps. This remedial action does not involve the
construction of permanent structures.
(4) Injection Schedule
The following implementation schedule will initiate with approval of this permit application. MACTEC
anticipates that the injection event will occur within 2 to 3 weeks of receipt of approval from the Division
of Water Quality.

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TEGHN.1fCA•L BULLETIN -2:0
Subsurface Transport Mechanisms
surfactants,
All
described in 3-D Microemulsion Technical Bulletin 1.0 (Introduction), 3-D
(3DMe)TM, a form of HRC Advanced®, is a unique compound (patent applied
which incorporates esterified lactic acid (the technology used in HRC), with esterified
acids. The unmatched advantage of this product is that it allows for the immediate and
-release of lactic acid which is among the most efficient electron donors. The
-release of proprietary fatty acids provides a cost-effective source of controlled -
hydrogen. This combination of organic acids, in turn, rapidly stimulates reductive
for extended periods of time up to 4+ years under optimum conditions (e.g.
application in low permeability, low consumptive environments.).
is NOT Simple Emulsified Vegetable Oil
oils
for
oil is basically insoluble. Thus, to make it amenable to injection into the
some vendors have added commercial emulsifying agents to simple vegetable
produced emulsions claiming that the "stable" emulsion will transport the oil significant
down -gradient from the injection point. Unfortunately, this is not the case.
so-called "stabilized" oil -in -water emulsions are forced out of the injection point into
aquifer materials the emulsifying agents are rapidly stripped from the oil droplet
to the zeta potential of subsurface materials (charges on the surfaces of soil particles)
to the hydrophilic "heads" of the emulsifying agents, and to organic matter within
aquifer matrix sorbing to the vegetable oil itself. Upon the stripping of the emulsifying
the oil droplets rapidly coalesce in soil pores creating a separate phase (this is the basis
many de -emulsification filters used in the petroleum production industry). When this
occurs in the aquifer, it retards further migration of any oil emulsion and, in fact,
blocks groundwater flow. Use of emulsified oil products can result in significant
of the aquifer hydraulic conductivity within aquifer settings (Edible Oil Barriers
of Perchlorate Contaminated Groundwater, Environmental Security Technology
Program, US Department of Defense, November 2005.)
has a balanced HLB
is composed of molecules that are surface active. That is to say the molecules behave
with a hydrophilic or "water loving end", and a lipophilic or "oil loving end".
a result, the molecules tend to align themselves with the hydrophilic ends in the water
while the lipophilic ends bind to organic compounds (such as the contaminant).
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REGENES1S+
Ad.:iced Techre'ag:es for Groc,Csa:er Restates

As a measure of the tendency for a molecule to move into water, chemists refer to the
Hydrophile/Lipophile Balance index (HLB). The greater the HLB, the higher the tendency for
dissolution in water, thus, low HLB molecules are generally pushed out of the water matrix
and sorb onto surfaces and to organic compounds within the aquifer material.
3DMe was designed to have a low, yet positive HLB. This gives 3DMe the advantage of
being able to sorb organic contaminants (partition), yet have a significant solubility in water
allowing for aqueous transport (unlike emulsified oils). A comparison of estimated HLBs for
substrates is listed below.
;Snipstance
_MMM:JB
Sugars
30
Lecithin
20
3DMe
6
Vegetable Oil
-6
3DMe Forms Micelles
When 3DMe is in water in concentrations in excess of about 300ppm, dissolved molecules of
3DMe begin to spontaneously group themselves into forms called "micelles". In colloidal
chemistry this concentration is referred to as the "critical micelle concentration" or CMC.
The grouping of the micellar structure is very orderly, with the charged or hydrophilic ends
(heads) of the fatty acids facing out to the water matrix and the hydrophobic ends (tails)
facing in together. The micellar structures formed from 3DMe are generally spherical, but
under certain circumstances can become lamellar. A depiction of a 3DMe micellar structure
is shown below:
Depiction of 3-D ME Micellar Structure
The size of the 3DMe micelles formed is very small, on the order of .02 to .05 microns in
diameter. These will spontaneously form in aquifer waters when the CMC is exceeded. Thus,
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by loading the aquifer with volumes of injection water containing 3DMe in excess of
approximately 300 ppm, micelles will spontaneously form carrying the 3DMe product further
down -gradient.
Mixing and Application
Concentrated Delivery
When applied to the subsurface in concentrated form, 3DMe will behave much like HRC.
Once installed the material remains stationary and slowly releases soluble lactic acid and fatty
acids which diffuse and advect away from the point of application. In this fashion the
engineer is assured of a long-term, constant supply of electron donor emanating from the
point of application for a period of up to 4+ years (under optimal conditions). This is
particularly attractive when used to treat a flux of contamination from an up -gradient source
or when a very long term supply of electron donor is required.
High Volume Delivery
3DMe can also be used to treat large areas in a short period of time by using a high -shear
pump to mix the 3DMe with water prior to injection. This mixing generates a large volume of
a 3DMe colloidal suspension. The actual suspension of 3DMe generated by this mixing
ranges in size from micelles on the order of .02 microns to .05 microns in diameter to
"swollen" micelles, also termed "microemulsions", which are on the order of .05 to 5 microns
in diameter.
Once injected into the subsurface in high volumes followed by water the colloidal suspension
mixes and dilutes in existing pore waters. The micelles/microemulsions on the injection front
will then begin to sorb onto the surfaces of soils as a result of zeta potential attraction and
organic matter within the soils themselves. As the sorption continues, the 3DMe will "coat"
pore surfaces developing a layer of molecules (and in some cases a bilayer). This sorption
continues as the micelles/microemulsion moves outward.
Unlike emulsified oil, however, the sorbed 3DMe has a significant capacity to move beyond
the point of initial sorption. As the high concentration of 3DMe present in the initial injection
volume decreases, bound material desorbs. As long as this concentration exceeds the CMC,
micelles will spontaneously form, carrying 3DMe further out in to the contaminated aquifer
through advection and diffusion.
Additional Research Underway
Regenesis is currently undertaking a series of laboratory studies and in -field research efforts
to further define the extent to which 3DMe suspensions transport under various aquifer
conditions. These studies will generate information which will aid in understanding the
limitations to the transport of colloidal suspensions under realistic injection/aquifer dispersion
conditions.
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AEv3aced i:chne'cq:es for Groend:raler Fendbrces

Nissan West - UIC Pernzit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 18
ATTACHMENT F
MONITORING PLAN

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 19
MONITORING PLAN
One pre -injection groundwater sampling event was performed in June 2010 to assess current groundwater
quality. The sampling parameters included VOCs and the data is attached.
MACTEC proposes up to two quarterly post -injection groundwater sampling events following the
completion of 3DMe/HRC application. The initial sampling event will be conducted approximately one
month after injection, with the subsequent sampling event occurring 3 months thereafter. Field parameter
measurements will be recorded during these events, contingent upon availability of funds. The objective
of the groundwater monitoring is to evaluate effectiveness of groundwater treatment by assessing trends
of CVOC concentrations. A summary of the post -treatment groundwater monitoring plan is presented in
the attached table.
Well I.D.
Initial Post -Excavation
Sampling
Second Post -Injection
Sampling
Analytical Parameters
MW-3
August 2010
November 2010
VOCs by EPA Method
6200B

Table 2: Summary of Groundwater Analytical Results
Nissan West
Gastonia, North Carolina
MACTEC Project: 6228-08-4834
. Constituent
MW-3 (3-31-10)
MW-1 (6-4-10)
M W=2 (6-4-10)
MW-3 (6-4-10)
NCAC 2L Standard
NC GCL
Bromomethane
5.8
<5.0
<5.0
<5.0
NSL
NSL
Chlorobenzene
1.7
<0.5
<0.5
0.85
50
50,000
Chromium
6.2
NA
NA
NA
10
10,000
1,2-Dichlorobenzene
0.73
<0.5
<0.5
<0.5
20
20,000
1,4-Dichlorobenzene
0.75
<0.5
<0.5
<0.5
6
6,000
n-propylbenzene
<0.5
<0.5
0.83
0.85
70
30,000
chloroform
<0.5
<0.5
<0.5
3.4
70
70,000
cis-1,2-Dichloroethene
146
<0.5
<0.5
53.2
70
70,000
trans-1,2-Dichloroethene
2.0
<0.5
<0.5
<0.5
100
100,000
Tetrachloroethene
2.9
<0.5
<0.5
2.0
0.7
700
Ttichloroethene
12.2
<0.5
<0.5
1.2
3
3,000
1,2,4-Trimethylbenzene
1.5
<0.5
<0.5
<0.5
400
28,500
1,3,5-Trimethylbenzene
0.89
<0.5
<0.5
<0.5
400
25,000
Total Xylenes _
0.73
<1.0
<1.0
<1.0
500
85,500
Notes:
1. Concentrations shown in µg/L (ppb)
2. NCAC 2L Standard = North Carolina Administrative Code, Title 15A, Subchapter 2L, Groundwater
Quality Standards (1/13/2010)
3. NC GCL = North Carolina Gross Contamination Level (1/13/2010)
4. NSL = No standard listed
5. Bold values exceed NCAC 2L Standard
6. Shaded values exceed NC GCL
7. NA = Not Analyzed
Prepared By/Date: ATE
Checked By/Date:& 6/ y-r 0

aceAnalytical®
www.pacelabs.com
June 11, 2010
Mr. Rob Foster
Mactec Charlotte
2801 Yorkmont Road Suite 100
Charlotte, NC 28208
RE: Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
RcFoster reviewed on 6-11-10.'
Dear Mr. Foster:
Enclosed are the analytical results for sample(s) received by the laboratory on June 04, 2010. The
results relate only to the samples included in this report. Results reported herein conform to the
most current NELAC standards, where applicable, unless otherwise narrated in the body of the
report.
Inorganic Wet Chemistry and Metals analyses were performed at our Pace Asheville laboratory and
Organic testing was performed at our Pace Huntersville laboratory unless otherwise footnoted. All
Microbiological analyses were performed at the laboratory where the samples were received.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Renee Spencer for
Kevin Godwin
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS Page 1 of 19
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without the written consent of Pace Analytical Services, Inc..

aceAnalytical
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Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
CERTIFICATIONS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Charlotte Certification IDs
9800 Kincey Ave. - Ste 100 Huntersville, NC 28078
Connecticut Certification #: PH-0104
Virginia Certification #: 00213
Tennessee Certification #: 04010
South Carolina Drinking Water Cert. #: 99006003
South Carolina Certification #: 99006001
Pennsylvania Certification #: 68-00784
North Carolina Wastewater Certification #: 12
North Carolina Field Services Certification #: 5342
North Carolina Drinking Water Certification #: 37706
New Jersey Certification #: NC012
Louisiana/LELAP Certification #: 04034
Kentucky UST Certification #: 84
Florida/NELAP Certification #: E87627
West Virginia Certification #: 357
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 2 of 19

v,ww.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-1 Lab ID: 9270880001 Collected: 06/04/10 13:55 Received: 06/04/10 16:00 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200E MSV Analytical Method: SM 6200B
Benzene ND ug/L 0.50 1 06/08/10 01:12 71-43-2
Bromobenzene ND ug/L 0.50 1 06/08/10 01:12 108-86-1
Bromochloromethane ND ug/L 0.50 1 06/08/10 01:12 74-97-5
Bromodichloromethane ND ug/L 0.50 1 06/08/10 01:12 75-27-4
Bromoform ND ug/L 0.50 1 06/08/10 01:12 75-25-2
Bromomethane ND ug/L 5.0 1 06/08/10 01:12 74-83-9
n-Butylbenzene ND ug/L 0.50 1 06/08/10 01:12 104-51-8
sec-Butylbenzene ND ug/L 0.50 1 06/08/10 01:12 135-98-8
tert-Butylbenzene ND ug/L 0.50 1 06/08/10 01:12 98-06-6
Carbon tetrachloride ND ug/L 0.50 1 06/08/10 01:12 56-23-5
Chlorobenzene ND ug/L 0.50 1 06/08/10 01:12 108-90-7
Chloroethane ND ug/L 1.0 1 06/08/10 01:12 75-00-3
Chloroform ND ug/L 0.50 1 06/08/10 01:12 67-66-3
Chloromethane ND ug/L 1.0 1 06/08/10 01:12 74-87-3
2-Chlorotoluene ND ug/L 0.50 1 06/08/10 01:12 95-49-8
4-Chlorotoluene ND ug/L 0.50 1 06/08/10 01:12 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 1.0 1 06/08/10 01:12 96-12-8
Dibromochloromethane ND ug/L 0.50 1 06/08/10 01:12 124-48-1
1,2-Dibromoethane (EDB) ND ug/L 0.50 1 06/08/10 01:12 106-93-4
Dibromomethane ND ug/L 0.50 1 06/08/10 01:12 74-95-3
1,2-Dichlorobenzene ND ug/L 0.50 1 06/08/10 01:12 95-50-1
1,3-Dichlorobenzene ND ug/L 0.50 1 06/08/10 01:12 541-73-1
1,4-Dichlorobenzene ND ug/L 0.50 1 06/08/10 01:12 106-46-7
Dichlorodifluoromethane ND ug/L 0.50 1 06/08/10 01:12 75-71-8
1,1-Dichloroethane ND ug/L 0.50 1 06/08/10 01:12 75-34-3
1,2-Dichloroethane ND ug/L 0.50 1 06/08/10 01:12 107-06-2
1,1-Dichloroethene ND ug/L 0.50 1 06/08/10 01:12 75-35-4
cis-1,2-Dichloroethene ND ug/L 0.50 1 06/08/10 01:12 156-59-2
trans-1,2-Dichloroethene ND ug/L 0.50 1 06/08/10 01:12 156-60-5
1,2-Dichloropropane ND ug/L 0.50 1 06/08/10 01:12 78-87-5
1,3-Dichloropropane ND ug/L 0.50 1 06/08/10 01:12 142-28-9
2,2-Dichloropropane ND ug/L 0.50 1 06/08/10 01:12 594-20-7
1,1-Dichloropropene ND ug/L 0.50 1 06/08/10 01:12 563-58-6
cis-1,3-Dichloropropene ND ug/L 0.50 1 06/08/10 01:12 10061-01-5
trans-1,3-Dichloropropene ND ug/L 0.50 1 06/08/10 01:12 10061-02-6
Diisopropyl ether ND ug/L 0.50 1 06/08/10 01:12 108-20-3
Ethylbenzene ND ug/L 0.50 1 06/08/10 01:12 100-41-4
Hexachloro-1,3-butadiene ND ug/L 2.0 1 06/08/10 01:12 87-68-3
Isopropylbenzene (Cumene) ND ug/L 0.50 1 06/08/10 01:12 98-82-8
Methylene Chloride ND ug/L 2.0 1 06/08/10 01:12 75-09-2
Methyl-tert-butyl ether ND ug/L 0.50 1 06/08/10 01:12 1634-04-4
Naphthalene ND ug/L 2.0 1 06/08/10 01:12 91-20-3
n-Propylbenzene ND ug/L 0.50 1 06/08/10 01:12 103-65-1
Styrene ND ug/L 0.50 1 06/08/10 01:12 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 0.50 1 06/08/10 01:12 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 0.50 1 06/08/10 01:12 79-34-5
Tetrachloroethene ND ug/L 0.50 1 06/08/10 01:12 127-18-4
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 3 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
fnefkl

aceAnalytical
w'w.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-1 Lab ID: 9270880001 Collected: 06/04/10 13:55 Received: 06/04/10 16:00 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV Analytical Method: SM 6200B
Toluene ND ug/L 0.50 1 06/08/10 01:12 108-88-3
1,2,3-Trichlorobenzene ND ug/L 2.0 1 06/08/10 01:12 87-61-6
1,2,4-Trichlorobenzene ND ug/L 2.0 1 06/08/10 01:12 120-82-1
1,1,1-Trichloroethane ND ug/L 0.50 1 06/08/10 01:12 71-55-6
1,1,2-Trichloroethane ND ug/L 0.50 1 06/08/10 01:12 79-00-5
Trichloroethene ND ug/L 0.50 1 06/08/10 01:12 79-01-6
Trichlorofluoromethane ND uglL 1.0 1 06/08/10 01:12 75-69-4
1,2,3-Trichloropropane ND ug/L 0.50 1 06/08/10 01:12 96-18-4
1,2,4-Trimethylbenzene ND ug/L 0.50 1 06/08/10 01:12 95-63-6
1,3,5-Trimethylbenzene ND ug/L 0.50 1 06/08/10 01:12 108-67-8
Vinyl chloride ND ug/L 1.0 1 06/08/10 01:12 75-01-4
m&p-Xylene ND ug/L 1.0 1 06/08/10 01:12 179601-23-1
o-Xylene ND ug/L 0.50 1 06/08/10 01:12 95-47-6
1,2-Dichloroethane-d4 (S) 105 % 70-130 1 06/08/10 01:12 17060-07-0
Dibromofluoromethane (S) 103 % 70-130 1 06/08/10 01:12 1868-53-7
4-Bromofluorobenzene (S) 101 % 70-130 1 06/08/10 01:12 460-00-4
Toluene-d8 (S) 99 % 70-130 1 06/08/10 01:12 2037-26-5
Sample: MW-2 Lab ID: 9270880002 Collected: 06/04/10 14:05 Received: 06/04/10 16:00 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV Analytical Method: SM 6200B
Benzene ND ug/L 0.50 1 06/09/10 13:24 71-43-2
Bromobenzene ND ug/L 0.50 1 06/09/10 13:24 108-86-1
Bromochloromethane ND ug/L 0.50 1 06/09/10 13:24 74-97-5
Bromodichloromethane ND ug/L 0.50 1 06/09/10 13:24 75-27-4
Bromoform ND ug/L 0.50 1 06/09/10 13:24 75-25-2
Bromomethane ND ug/L 5.0 1 06/09/10 13:24 74-83-9
n-Butylbenzene ND ug/L 0.50 1 06/09/10 13:24 104-51-8
sec-Butylbenzene ND ug/L 0.50 1 06/09/10 13:24 135-98-8
tert-Butylbenzene ND ug/L 0.50 1 06/09/10 13:24 98-06-6
Carbon tetrachloride ND ug/L 0.50 1 06/09/10 13:24 56-23-5
Chlorobenzene ND ug/L 0.50 1 06/09/10 13:24 108-90-7
Chloroethane ND ug/L 1.0 1 06/09/10 13:24 75-00-3
Chloroform ND ug/L 0.50 1 06/09/10 13:24 67-66-3
Chloromethane ND ug/L 1.0 1 06/09/10 13:24 74-87-3
2-Chlorotoluene ND ug/L 0.50 1 06/09/10 13:24 95-49-8
4-Chlorotoluene ND ug/L 0.50 1 06/09/10 13:24 106-43-4
1,2-Dibromo-3-chloropropane ND ug/L 1.0 1 06/09/10 13:24 96-12-8
Dibromochloromethane ND ug/L 0.50 1 06/09/10 13:24 124-48-1
1,2-Dibromoethane (EDB) ND ug/L 0.50 1 06/09/10 13:24 106-93-4
Dibromomethane ND ug/L 0.50 1 06/09/10 13:24 74-95-3
1,2-Dichlorobenzene ND ug/L 0.50 1 06/09/10 13:24 95-50-1
1,3-Dichlorobenzene ND ug/L 0.50 1 06/09/10 13:24 541-73-1
1,4-Dichlorobenzene ND ug/L 0.50 1 06/09/10 13:24 106-46-7
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 4 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
meac

!r
aceAnalytical®
wwvtpacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-2 Lab ID: 9270880002 Collected: 06/04/10 14:05 Received: 06/04/10 16:00 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV Analytical Method: SM 6200B
Dichlorodifluoromethane ND ug/L 0.50 1 06/09/10 13:24 75-71-8
1,1-Dichloroethane ND ug/L 0.50 1 06/09/10 13:24 75-34-3
1,2-Dichloroethane ND ug/L 0.50 1 06/09/10 13:24 107-06-2
1,1-Dichloroethene ND ug/L 0.50 1 06/09/10 13:24 75-35-4
cis-1,2-Dichloroethene ND ug/L 0.50 1 06/09/10 13:24 156-59-2
trans-1,2-Dichloroethene ND ug/L 0.50 1 06/09/10 13:24 156-60-5
1,2-Dichloropropane ND ug/L 0.50 1 06/09/10 13:24 78-87-5
1,3-Dichloropropane ND ug/L 0.50 1 06/09/10 13:24 142-28-9
2,2-Dichloropropane ND ug/L 0.50 1 06/09/10 13:24 594-20-7
1,1-Dichloropropene ND ug/L 0.50 1 06/09/10 13:24 563-58-6
cis-1,3-Dichloropropene ND ug/L 0.50 1 06/09/10 13:24 10061-01-5
trans-1,3-Dichloropropene ND ug/L 0.50 1 06/09/10 13:24 10061-02-6
Diisopropyl ether ND ug/L 0.50 1 06/09/10 13:24 108-20-3
Ethylbenzene ND ug/L 0.50 1 06/09/10 13:24 100-41-4
Hexachloro-1,3-butadiene ND ug/L 2.0 1 06/09/10 13:24 87-68-3
Isopropylbenzene (Cumene) ND ug/L 0.50 1 06/09/10 13:24 98-82-8
Methylene Chloride ND ug/L 2.0 1 06/09/10 13:24 75-09-2
Methyl-tert-butyl ether ND ug/L 0.50 1 06/09/10 13:24 1634-04-4
Naphthalene ND ug/L 2.0 1 06/09/10 13:24 91-20-3
n-Propylbenzene 0.83 ug/L 0.50 1 06/09/10 13:24 103-65-1
Styrene ND ug/L 0.50 1 06/09/10 13:24 100-42-5
1,1,1,2-Tetrachloroethane ND ug/L 0.50 1 06/09/10 13:24 630-20-6
1,1,2,2-Tetrachloroethane ND ug/L 0.50 1 06/09/10 13:24 79-34-5
Tetrachloroethene ND ug/L 0.50 1 06/09/10 13:24 127-18-4
Toluene ND ug/L 0.50 1 06/09/10 13:24 108-88-3
1,2,3-Trichlorobenzene ND ug/L 2.0 1 06/09/10 13:24 87-61-6
1,2,4-Trichlorobenzene ND ug/L 2.0 1 06/09/10 13:24 120-82-1
1,1,1-Trichloroethane ND ug/L 0.50 1 06/09/10 13:24 71-55-6
1,1,2-Trichloroethane ND ug/L 0.50 1 06/09/10 13:24 79-00-5
Trichloroethene ND ug/L 0.50 1 06/09/10 13:24 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 06/09/10 13:24 75-69-4
1,2,3-Trichloropropane ND ug/L 0.50 1 06/09/10 13:24 96-18-4
1,2,4-Trimethylbenzene ND ug/L 0.50 1 06/09/10 13:24 95-63-6
1,3,5-Trimethylbenzene ND ug/L 0.50 1 06/09/10 13:24 108-67-8
Vinyl chloride ND ug/L 1.0 1 06/09/10 13:24 75-01-4
m&p-Xylene ND ug/L 1.0 1 06/09/10 13:24 179601-23-1
o-Xylene ND ug/L 0.50 1 06/09/10 13:24 95-47-6
1,2-Dichloroethane-d4 (S) 83 % 70-130 1 06/09/10 13:24 17060-07-0
Dibromofluoromethane (S) 90 % 70-130 1 06/09/10 13:24 1868-53-7
4-Bromofluorobenzene (S) 119 % 70-130 1 06/09/10 13:24 460-00-4
Toluene-d8 (S) 95 % 70-130 1 06/09/10 13:24 2037-26-5
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 5 of 19
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•

aceAnalytical
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Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-3
Parameters
Lab ID: 9270880003 Collected: 06/04/10 13:35 Received: 06/04/10 16:00 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200E MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans-1, 3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
Methylene Chloride
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Date: 06/11/2010 03:06 PM
Analytical Method: SM 6200B
ND ug/L 0.50 1 06/09/10 16:42 71-43-2
ND ug/L 0.50 1 06/09/10 16:42 108-86-1
ND ug/L 0.50 1 06/09/10 16:42 74-97-5
ND ug/L 0.50 1 06/09/10 16:42 75-27-4
ND ug/L 0.50 1 06/09/10 16:42 75-25-2
ND ug/L 5.0 1 06/09/10 16:42 74-83-9
ND ug/L 0.50 1 06/09/10 16:42 104-51-8
ND ug/L 0.50 1 06/09/10 16:42 135-98-8
ND ug/L 0.50 1 06/09/10 16:42 98-06-6
ND ug/L 0.50 1 06/09/10 16:42 56-23-5
0.85 ug/L 0.50 1 06/09/10 16:42 108-90-7
ND ug/L 1.0 1 06/09/10 16:42 75-00-3
3.4 ug/L 0.50 1 06/09/10 16:42 67-66-3
ND ug/L 1.0 1 06/09/10 16:42 74-87-3
ND ug/L 0.50 1 06/09/10 16:42 95-49-8
ND ug/L 0.50 1 06/09/10 16:42 106-43-4
ND ug/L 1.0 1 06/09/10 16:42 96-12-8
ND ug/L 0.50 1 06/09/10 16:42 124-48-1
ND ug/L 0.50 1 06/09/10 16:42 106-93-4
ND ug/L 0.50 1 06/09/10 16:42 74-95-3
ND ug/L 0.50 1 06/09/10 16:42 95-50-1
ND ug/L 0.50 1 06/09/10 16:42 541-73-1
ND ug/L 0.50 1 06/09/10 16:42 106-46-7
ND ug/L 0.50 1 06/09/10 16:42 75-71-8
ND ug/L 0.50 1 06/09/10 16:42 75-34-3
ND ug/L 0.50 1 06/09/10 16:42 107-06-2
ND ug/L 0.50 1 06/09/10 16:42 75-35-4
53.2 ug/L 0.50 1 06/09/10 16:42 156-59-2
ND ug/L 0.50 1 06/09/10 16:42 156-60-5
ND ug/L 0.50 1 06/09/10 16:42 78-87-5
ND ug/L 0.50 1 06/09/10 16:42 142-28-9
ND ug/L 0.50 1 06/09/10 16:42 594-20-7
ND ug/L 0.50 1 06/09/10 16:42 563-58-6
ND ug/L 0.50 1 06/09/10 16:42 10061-01-5
ND ug/L 0.50 1 06/09/10 16:42 10061-02-6
ND ug/L 0.50 1 06/09/10 16:42 108-20-3
ND ug/L 0.50 1 06/09/10 16:42 100-41-4
ND ug/L 2.0 1 06/09/10 16:42 87-68-3
ND ug/L 0.50 1 06/09/10 16:42 98-82-8
ND ug/L 2.0 1 06/09/10 16:42 75-09-2
ND ug/L 0.50 1 06/09/10 16:42 1634-04-4
ND ug/L 2.0 1 06/09/10 16:42 91-20-3
0.85 ug/L 0.50 1 06/09/10 16:42 103-65-1
ND ug/L 0.50 1 06/09/10 16:42 100-42-5
ND ug/L 0.50 1 06/09/10 16:42 630-20-6
ND ug/L 0.50 1 06/09/10 16:42 79-34-5
2.0 ug/L 0.50 1 06/09/10 16:42 127-18-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
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Page 6 of 19

aceAnalytical
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 KinceyAve. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
ANALYTICAL RESULTS
Sample: MW-3 Lab ID: 9270880003 Collected: 06/04/10 13:35 Received: 06/04/10 16:00 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV Analytical Method: SM 6200B
Toluene ND ug/L 0.50 1 06/09/10 16:42 108-88-3
1,2,3-Trichlorobenzene ND ug/L 2.0 1 06/09/10 16:42 87-61-6
1,2,4-Trichlorobenzene ND ug/L 2.0 1 06/09/10 16:42 120-82-1
1,1,1-Trichloroethane ND ug/L 0.50 1 06/09/10 16:42 71-55-6
1,1,2-Trichloroethane ND ug/L 0.50 1 06/09/10 16:42 79-00-5
Trichloroethene 1.2 ug/L 0.50 1 06/09/10 16:42 79-01-6
Trichlorofluoromethane ND ug/L 1.0 1 06/09/10 16:42 75-69-4
1,2,3-Trichloropropane ND ug/L 0.50 1 06/09/10 16:42 96-18-4
1,2,4-Trimethylbenzene ND ug/L 0.50 1 06/09/10 16:42 95-63-6
1,3,5-Trimethylbenzene ND ug/L 0.50 1 06/09/10 16:42 108-67-8
Vinyl chloride ND ug/L 1.0 1 06/09/10 16:42 75-01-4
m&p-Xylene ND ug/L 1.0 1 06/09/10 16:42 179601-23-1
o-Xylene ND ug/L 0.50 1 06/09/10 16:42 95-47-6
1,2-Dichloroethane-d4 (S) 90 % 70-130 1 06/09/10 16:42 17060-07-0
Dibromofluoromethane (S) 94 % 70-130 1 06/09/10 16:42 1868-53-7
4-Bromofluorobenzene (S) 108 % 70-130 1 06/09/10 16:42 460-00-4
Toluene-d8 (S) 98 % 70-130 1 06/09/10 16:42 2037-26-5
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 7 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch: MSV/11172
QC Batch Method: SM 6200B
Associated Lab Samples: 9270880001
Analysis Method:
Analysis Description:
SM 6200B
6200B MSV
METHOD BLANK: 452614
Associated Lab Samples: 9270880001
Parameter
Matrix: Water
Blank Reporting
Units Result Limit Analyzed
Qualifiers
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlorotoluene
4-Chlorotoluene
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
Date: 06/11/2010 03:06 PM
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 2.0 06/07/1014:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 2.0 06/07/1014:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 1.0 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/1014:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 5.0 06/07/1014:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 1.0 06/07/1014:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 1.0 06/07/1014:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
ug/L ND 2.0 06/07/10 14:12
ug/L ND 0.50 06/07/10 14:12
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
ifineiacA
Page 8 of 19

aceAnalytical®
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 452614 Matrix: Water
Associated Lab Samples: 9270880001
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
m&p-Xylene ug/L ND 1.0 06/07/10 14:12
Methyl-tert-butyl ether ug/L ND 0.50 06/07/10 14:12
Methylene Chloride ug/L ND 2.0 06/07/10 14:12
n-Butylbenzene ug/L ND 0.50 06/07/10 14:12
n-Propylbenzene ug/L ND 0.50 06/07/10 14:12
Naphthalene ug/L ND 2.0 06/07/10 14:12
o-Xylene ug/L ND 0.50 06/07/10 14:12
sec-Butylbenzene ug/L ND 0.50 06/07/10 14:12
Styrene ug/L ND 0.50 06/07/10 14:12
tert-Butylbenzene ug/L ND 0.50 06/07/10 14:12
Tetrachloroethene ug/L ND 0.50 06/07/10 14:12
Toluene ug/L ND 0.50 06/07/10 14:12
trans-1,2-Dichloroethene ug/L ND 0.50 06/07/10 14:12
trans-1,3-Dichloropropene ug/L ND 0.50 06/07/10 14:12
Trichloroethene ug/L ND 0.50 06/07/10 14:12
Trichlorofluoromethane ug/L ND 1.0 06/07/10 14:12
Vinyl chloride ug/L ND 1.0 06/07/10 14:12
1,2-Dichloroethane-d4 (S) % 115 70-130 06/07/10 14:12
4-Bromofluorobenzene (S) % 97 70-130 06/07/10 14:12
Dibromofluoromethane (S) % 110 70-130 06/07/10 14:12
Toluene-d8 (S) % 101 70-130 06/07/10 14:12
LABORATORY CONTROL SAMPLE: 452615
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
1,1,1,2-Tetrachloroethane ug/L 50 51.3 103 60-140
1,1,1-Trichloroethane ug/L 50 61.8 124 60-140
1,1,2,2-Tetrachloroethane ug/L 50 46.3 93 60-140
1,1,2-Trichloroethane ug/L 50 48.9 98 60-140
1,1-Dichloroethane ug/L 50 61.4 123 60-140
1,1-Dichloroethene ug/L 50 63.5 127 60-140
1,1-Dichloropropene ug/L 50 55.4 111 60-140
1,2,3-Trichlorobenzene ug/L 50 47.9 96 60-140
1,2,3-Trichloropropane ug/L 50 47.3 95 60-140
1,2,4-Trichlorobenzene ug/L 50 51.0 102 60-140
1,2,4-Trimethylbenzene ug/L 50 51.8 104 60-140
1,2-Dibromo-3-chloropropane ug/L 50 47.0 94 60-140
1,2-Dibromoethane (EDB) ug/L 50 46.4 93 60-140
1,2-Dichlorobenzene ug/L 50 51.1 102 60-140
1,2-Dichloroethane ug/L 50 53.5 107 60-140
1,2-Dichloropropane ug/L 50 50.6 101 60-140
1,3,5-Trimethylbenzene ug/L 50 52.8 106 60-140
1,3-Dichlorobenzene ug/L 50 51.8 104 60-140
1,3-Dichloropropane ug/L 50 48.0 96 60-140
1,4-Dichlorobenzene ug/L 50 50.5 101 60-140
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 9 of 19
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without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 452615
Parameter
Spike LCS LCS % Rec
Units Conc. Result % Rec Limits Qualifiers
2,2-Dichloropropane ug/L 50 63.9 128 60-140
2-Chlorotoluene ug/L 50 52.9 106 60-140
4-Chlorotoluene ug/L 50 53.8 108 60-140
Benzene ug/L 50 53.7 107 60-140
Bromobenzene ug/L 50 50.4 101 60-140
Bromochloromethane ug/L 50 53.6 107 60-140
Bromodichloromethane ug/L 50 55.8 112 60-140
Bromoform ug/L 50 53.3 107 60-140
Bromomethane ug/L 50 58.8 118 60-140
Carbon tetrachloride ug/L 50 60.4 121 60-140
Chlorobenzene ug/L 50 49.8 100 60-140
Chloroethane ug/L 50 69.9 140 60-140
Chloroform ug/L 50 56.3 113 60-140
Chloromethane ug/L 50 60.2 120 60-140
cis-1,2-Dichloroethene ug/L 50 57.4 115 60-140
cis-1,3-Dichloropropene ug/L 50 51.5 103 60-140
Dibromochloromethane ug/L 50 53.2 106 60-140
Dibromomethane ug/L 50 49.6 99 60-140
Dichlorodifluoromethane ug/L 50 117 234 60-140 CU,L3
Diisopropyl ether ug/L 50 55.4 111 60-140
Ethylbenzene ug/L 50 51.8 104 60-140
Hexachloro-1,3-butadiene ug/L 50 53.2 106 60-140
Isopropylbenzene (Cumene) ug/L 50 51.3 103 60-140
m&p-Xylene ug/L 100 105 105 60-140
Methyl-tert-butyl ether ug/L 50 53.1 106 60-140
Methylene Chloride ug/L 50 68.6 137 60-140
n-Butylbenzene ug/L 50 53.6 107 60-140
n-Propylbenzene ug/L 50 52.6 105 60-140
Naphthalene ug/L 50 46.1 92 60-140
o-Xylene ug/L 50 50.6 101 60-140
sec-Butylbenzene ug/L 50 53.6 107 60-140
Styrene ug/L 50 51.3 103 60-140
tert-Butylbenzene ug/L 50 52.0 104 60-140
Tetrachloroethene ug/L 50 51.8 104 60-140
Toluene ug/L 50 51.9 104 60-140
trans-1,2-Dichloroethene ug/L 50 59.4 119 60-140
trans-1,3-Dichloropropene ug/L 50 52.0 104 60-140
Trichloroethene ug/L 50 50.5 101 60-140
Trichlorofluoromethane ug/L 50 55.6 111 60-140
Vinyl chloride ug/L 50 61.4 123 60-140
1,2-Dichloroethane-d4 (S) % 112 70-130
4-Bromofluorobenzene (S) % 98 70-130
Dibromofluoromethane (S) % 110 70-130
Toluene-d8 (S) % 102 70-130
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 10 of 19
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aceAnalytical
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 452873 452874
MS MSD
9270843004 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
1,1,1,2-Tetrachloroethane ug/L ND 20 20 22.5 22.7 113 113 60-140 1
1,1,1-Trichloroethane ug/L ND 20 20 18.1 18.2 91 91 60-140 0
1,1,2,2-Tetrachloroethane ug/L ND 20 20 19.9 19.1 100 95 60-140 4
1,1,2-Trichloroethane ug/L ND 20 20 19.6 19.3 98 96 60-140 2
1,1-Dichloroethane ug/L ND 20 20 16.6 16.3 83 82 60-140 1
1,1-Dichloroethene ug/L ND 20 20 18.7 18.8 93 94 60-140 1
1,1-Dichloropropene ug/L ND 20 20 16.8 16.8 84 84 60-140 0
1,2,3-Trichlorobenzene ug/L ND 20 20 18.1 17.7 90 88 60-140 2
1,2,3-Trichloropropane ug/L ND 20 20 19.8 18.6 99 93 60-140 6
1,2,4-Trichlorobenzene ug/L ND 20 20 18.2 18.0 91 90 60-140 1
1,2,4-Trimethylbenzene ug/L ND 20 20 19.4 19.9 97 100 60-140 3
1,2-Dibromo-3-chloropropane ug/L ND 20 20 17.1 16.4 85 82 60-140 4
1,2-Dibromoethane (EDB) ug/L ND 20 20 21.6 20.9 108 105 60-140 3
1,2-Dichlorobenzene ug/L ND 20 20 19.0 19.2 95 96 60-140 1
1,2-Dichloroethane ug/L ND 20 20 17.9 17.7 89 88 60-140 1
1,2-Dichloropropane ug/L ND 20 20 17.5 17.6 87 88 60-140 1
1,3,5-Trimethylbenzene ug/L ND 20 20 20.5 20.9 103 104 60-140 2
1,3-Dichlorobenzene ug/L ND 20 20 18.6 19.2 93 96 60-140 3
1,3-Dichloropropane ug/L ND 20 20 18.9 18.4 95 92 60-140 3
1,4-Dichlorobenzene ug/L ND 20 20 18.4 18.4 92 92 60-140 0
2,2-Dichloropropane ug/L ND 20 20 14.7 14.4 74 72 60-140 2
2-Chlorotoluene ug/L ND 20 20 18.1 18.4 91 92 60-140 2
4-Chlorotoluene ug/L ND 20 20 18.0 18.6 90 93 60-140 3
Benzene ug/L ND 20 20 18.0 18.1 90 90 60-140 1
Bromobenzene ug/L ND 20 20 17.4 17.4 87 87 60-140 0
Bromochioromethane ug/L ND 20 20 18.2 18.0 91 90 60-140 1
Bromodichloromethane ug/L ND 20 20 18.2 18.2 91 91 60-140 0
Bromoform ug/L ND 20 20 22.6 21.9 113 109 60-140 3
Bromomethane uglL ND 20 20 19.3 18.8 97 94 60-140 3
Carbon tetrachloride ug/L ND 20 20 20.8 21.1 104 105 60-140 1
Chlorobenzene ug/L ND 20 20 21.0 21.1 105 105 60-140 0
Chloroethane ug/L ND 20 20 14.4 14.7 72 73 60-140 2
Chloroform ug/L ND 20 20 17.3 17.1 86 86 60-140 1
Chloromethane ug/L ND 20 20 12.1 12.6 61 63 60-140 4
cis-1,2-Dichloroethene ug/L ND 20 20 17.2 17.2 86 86 60-140 0
cis-1,3-Dichloropropene ug/L ND 20 20 17.1 17.3 86 87 60-140 1
Dibromochloromethane ug/L ND 20 20 21.2 21.1 106 105 60-140 1
Dibromomethane ug/L ND 20 20 20.9 21.1 105 105 60-140 1
Dichlorodifluoromethane ug/L ND 20 20 15.4 15.2 77 76 60-140 1
Diisopropyl ether ug/L ND 20 20 16.3 15.8 81 79 60-140 3
Ethylbenzene ug/L ND 20 20 21.7 21.9 108 110 60-140 1
Hexachloro-1,3-butadiene ug/L ND 20 20 18.4 18.4 92 92 60-140 0
Isopropylbenzene (Cumene) ug/L ND 20 20 21.3 22.0 107 110 60-140 3
m&p-Xylene ug/L ND 40 40 • 36.8 38.0 92 95 60-140 3
Methyl-tert-butyl ether ug/L ND 20 20 17.7 16.5 89 83 60-140 7
Methylene Chloride ug/L ND 20 20 11.0 10.5 55 52 60-140 5 MO
n-Butylbenzene ug/L ND 20 20 17.8 17.9 89 90 60-140 1
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 11 of 19
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Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 452873 452874
MS MSD
9270843004 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
n-Propylbenzene ug/L ND 20 20 17.6 17.9 88 89 60-140 1
Naphthalene ug/L ND 20 20 19.8 18.8 99 94 60-140 5
o-Xylene ug/L ND 20 20 21.1 21.4 105 107 60-140 2
sec-Butylbenzene ug/L ND 20 20 19.4 19.7 97 99 60-140 2
Styrene ug/L ND 20 20 21.6 21.4 108 107 60-140 1
tert-Butylbenzene ug/L ND 20 20 20.3 20.5 102 102 60-140 1
Tetrachloroethene ug/L ND 20 20 22.9 23.7 114 118 60-140 3
Toluene ug/L ND 20 20 18.4 18.6 92 93 60-140 1
trans-1,2-Dichloroethene ug/L ND 20 20 17.2 17.2 86 86 60-140 0
trans-1,3-Dichloropropene ug/L ND 20 20 17.5 17.1 87 85 60-140 2
Trichloroethene ug/L ND 20 20 21.3 21.8 106 109 60-140 2
Trichlorofluoromethane ug/L ND 20 20 19.4 19.5 97 98 60-140 1
Vinyl chloride ug/L ND 20 20 17.2 17.3 86 86 60-140 0
1,2-Dichloroethane-d4 (S) % 87 85 70-130
4-Bromofluorobenzene (S) % 115 116 70-130
Dibromofluoromethane (S) % 92 90 70-130
Toluene-d8 (S) % 95 96 70-130
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 12 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

'aceAnalytical
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc. Pace Analytical Services, Inc.
2225 Riverside Dr. 9800 KinceyAve. Suite 100
Asheville, NC 28804 Huntersville, NC 28078
[phone] [phone]
QUALITY CONTROL DATA
QC Batch: MSV/11181 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200B MSV
Associated Lab Samples: 9270880002, 9270880003
METHOD BLANK: 452871 Matrix: Water
Associated Lab Samples: 9270880002, 9270880003
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1,2-Tetrachloroethane ug/L
1,1,1-Trichloroethane ug/L
1,1,2,2-Tetrachloroethane ug/L
1,1,2-Trichloroethane ug/L
1,1-Dichloroethane ug/L
1,1-Dichloroethene ug/L
1,1-Dichloropropene ug/L
1,2,3-Trichlorobenzene ug/L
1,2,3-Trichloropropane ug/L
1,2,4-Trichlorobenzene ug/L
1,2,4-Trimethylbenzene ug/L
1,2-Dibromo-3-chloropropane ug/L
1,2-Dibromoethane (EDB) ug/L
1,2-Dichlorobenzene ug/L
1,2-Dichloroethane ug/L
1,2-Dichloropropane ug/L
1,3,5-Trimethylbenzene ug/L
1,3-Dichlorobenzene ug/L
1,3-Dichloropropane ug/L
1,4-Dichlorobenzene ug/L
2,2-Dichloropropane ug/L
2-Chlorotoluene ug/L
4-Chlorotoluene ug/L
Benzene ug/L
Bromobenzene ug/L
Bromochloromethane ug/L
Bromodichloromethane ug/L
Bromoform ug/L
Bromomethane ug/L
Carbon tetrachloride ug/L
Chlorobenzene ug/L
Chloroethane ug/L
Chloroform ug/L
Chloromethane ug/L
cis-1,2-Dichloroethene ug/L
cis-1,3-Dichloropropene ug/L
Dibromochloromethane ug/L
Dibromomethane ug/L
Dichlorodifluoromethane ug/L
Diisopropyl ether ug/L
Ethylbenzene ug/L
Hexachloro-1,3-butadiene ug/L
lsopropylbenzene (Cumene) ug/L
Date: 06/11/2010 03:06 PM
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 2.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 2.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 1.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 5.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 1.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 1.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 0.50 06/09/10 08:38
ND 2.0 06/09/10 08:38
ND 0.50 06/09/10 08:38
REPORT OF LABORATORY ANALYSIS Page 13 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
wwwpacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 452871
Associated Lab Samples: 9270880002, 9270880003
Parameter
Units
Matrix: Water
Blank
Result
Reporting
Limit
Analyzed
Qualifiers
m&p-Xylene
Methyl-tert-butyl ether
Methylene Chloride
n-Butylbenzene
n-Propylbenzene
Naphthalene
o-Xylene
sec-Butylbenzene
Styrene
tert-Butylbenzene
Tetrachloroethene
Toluene
trans-1,2-Dichloroethene
trans-1,3-Dichloropropene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
Toluene-d8 (S)
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
85
119
89
94
1.0
0.50
2.0
0.50
0.50
2.0
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
1.0
1.0
70-130
70-130
70-130
70-130
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
06/09/10 08:38
METHOD BLANK: 454410
Associated Lab Samples: 9270880002, 9270880003
Parameter
Units
Matrix: Water
Blank
Result
Reporting
Limit
Analyzed
Qualifiers
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
1,3-Dichloropropane
Date: 06/11/2010 03:06 PM
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.50
0.50
0.50
0.50
0.50
0.50
0.50
2.0
0.50
2.0
0.50
1.0
0.50
0.50
0.50
0.50
0.50
0.50
0.50
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
06/10/10 09:37
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 14 of 19

aceAnalytical
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
METHOD BLANK: 454410 Matrix: Water
Associated Lab Samples: 9270880002, 9270880003
Parameter
Blank Reporting
Units Result Limit Analyzed Qualifiers
1,4-Dichlorobenzene ug/L ND 0.50 06/10/10 09:37
2,2-Dichloropropane ug/L ND 0.50 06/10/10 09:37
2-Chlorotoluene ug/L ND 0.50 06/10/10 09:37
4-Chlorotoluene ug/L ND 0.50 06/10/10 09:37
Benzene ug/L ND 0.50 06/10/10 09:37
Bromobenzene ug/L ND 0.50 06/10/10 09:37
Bromochloromethane uglL ND 0.50 06/10/10 09:37
Bromodichloromethane ug/L ND 0.50 06/10/10 09:37
Bromoform ug/L ND 0.50 06/10/10 09:37
Bromomethane ug/L ND 5.0 06/10/10 09:37
Carbon tetrachloride ug/L ND 0.50 06/10/10 09:37
Chlorobenzene ug/L ND 0.50 06/10/10 09:37
Chloroethane ug/L ND 1.0 06/10/10 09:37
Chloroform ug/L ND 0.50 06/10/10 09:37
Chloromethane ug/L ND 1.0 06/10/10 09:37
cis-1,2-Dichloroethene ug/L ND 0.50 06/10/10 09:37
cis-1,3-Dichloropropene ug/L ND 0.50 06/10/10 09:37
Dibromochloromethane ug1L ND 0.50 06/10/10 09:37
Dibromomethane ug/L ND 0.50 06/10/10 09:37
Dichlorodifluoromethane ug/L ND 0.50 06/10/10 09:37
Diisopropyl ether ug/L ND 0.50 06/10/10 09:37
Ethylbenzene ug/L ND 0.50 06/10/10 09:37
Hexachloro-1,3-butadiene ug/L ND 2.0 06/10/10 09:37
Isopropylbenzene (Cumene) ug/L ND 0.50 06/10/10 09:37
m&p-Xylene ug/L ND 1.0 06/10/10 09:37
Methyl-tert-butyl ether ug/L ND 0.50 06/10/10 09:37
Methylene Chloride ug/L ND 2.0 06/10/10 09:37
n-Butylbenzene ug/L ND 0.50 06/10/10 09:37
n-Propylbenzene ug/L ND 0.50 06/10/10 09:37
Naphthalene ug/L ND 2.0 06/10/10 09:37
o-Xylene ug/L ND 0.50 06/10/10 09:37
sec-Butylbenzene ug/L ND 0.50 06/10/10 09:37
Styrene ug/L ND 0.50 06/10/10 09:37
tert-Butylbenzene ug/L ND 0.50 06/10/10 09:37
Tetrachloroethene ug/L ND 0.50 06/10/10 09:37
Toluene ug/L ND 0.50 06/10/10 09:37
trans-1,2-Dichloroethene ug/L ND 0.50 06/10/10 09:37
trans-1,3-Dichloropropene ug/L ND 0.50 06/10/10 09:37
Trichloroethene ug/L ND 0.50 06/10/10 09:37
Trichlorofluoromethane ug/L ND 1.0 06/10/10 09:37
Vinyl chloride ug/L ND 1.0 06/10/10 09:37
1,2-Dichloroethane-d4 (S) % 92 70-130 06/10/10 09:37
4-Bromofluorobenzene (S) % 107 70-130 06/10/10 09:37
Dibromofluoromethane (S) % 95 70-130 06/10/10 09:37
Toluene-d8 (S) % 98 70-130 06/10/10 09:37
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 15 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 452872
Parameter
Spike LCS LCS % Rec
Units Conc. Result % Rec Limits Qualifiers
1,1,1,2-Tetrachloroethane ug/L 50 55.6 111 60-140
1,1,1-Trichloroethane ug/L 50 39.8 80 60-140
1,1,2,2-Tetrachloroethane ug/L 50 48.6 97 60-140
1,1,2-Trichloroethane ug/L 50 47.2 94 60-140
1,1-Dichloroethane ug/L 50 36.0 72 60-140
1,1-Dichloroethene ug/L 50 40.7 81 60-140
1,1-Dichloropropene ug/L 50 36.8 74 60-140
1,2,3-Trichlorobenzene ug/L 50 49.1 98 60-140
1,2,3-Trichloropropane ug/L 50 49.5 99 60-140
1,2,4-Trichlorobenzene ug/L 50 49.3 99 60-140
1,2,4-Trimethylbenzene ug/L 50 51.7 103 60-140
1,2-Dibromo-3-chloropropane ug/L 50 44.8 90 60-140
1,2-Dibromoethane (EDB) ug/L 50 52.9 106 60-140
1,2-Dichlorobenzene ug/L 50 46.1 92 60-140
1,2-Dichloroethane ug/L 50 40.8 82 60-140
1,2-Dichloropropane ug/L 50 40.5 81 60-140
1,3,5-Trimethylbenzene ug/L 50 52.3 105 60-140
1,3-Dichlorobenzene ug/L 50 45.7 91 60-140
1,3-Dichloropropane ug/L 50 44.6 89 60-140
1,4-Dichlorobenzene ug/L 50 44.8 90 60-140
2,2-Dichloropropane ug/L 50 41.9 84 60-140
2-Chlorotoluene ug/L 50 41.2 82 60-140
4-Chlorotoluene ug/L 50 42.3 85 60-140
Benzene ug/L 50 40.0 80 60-140
Bromobenzene ug/L 50 39.9 80 60-140
Bromochloromethane ug/L 50 43.4 87 60-140
Bromodichloromethane ug/L 50 44.2 88 60-140
Bromoform ug/L 50 61.2 122 60-140
Bromomethane ug/L 50 50.5 101 60-140
Carbon tetrachloride ug/L 50 48.5 97 60-140
Chlorobenzene ug/L 50 48.9 98 60-140
Chloroethane ug/L 50 27.9 56 60-140 LO
Chloroform ug/L 50 38.2 76 60-140
Chloromethane ug/L 50 34.7 69 60-140
cis-1,2-Dichloroethene ug/L 50 38.1 76 60-140
cis-1,3-Dichloropropene ug/L 50 43.4 87 60-140
Dibromochloromethane ug/L 50 53.1 106 60-140
Dibromomethane ug/L 50 52.0 104 60-140
Dichlorodifluoromethane ug/L 50 46.5 93 60-140
Diisopropyl ether ug/L 50 36.7 73 60-140
Ethylbenzene ug/L 50 54.5 109 60-140
Hexachloro-1,3-butadiene ug/L 50 51.1 102 60-140
Isopropylbenzene (Cumene) ug/L 50 50.3 101 60-140
m&p-Xylene ug/L 100 98.8 99 60-140
Methyl-tert-butyl ether ug/L 50 40.8 82 60-140
Methylene Chloride ug/L 50 35.2 70 60-140
n-Butylbenzene ug/L 50 43.0 86 60-140
n-Propylbenzene ug/L 50 44.5 89 60-140
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 16 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical®
www.pacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 452872
Parameter
Units
Spike LCS
Conc. Result
LCS
% Rec
% Rec
Limits
Qualifiers
Naphthalene
o-Xylene
sec-Butylbenzene
Styrene
tert-Butylbenzene
Tetrachloroethene
Toluene
trans-1,2-Dichloroethene
trans-1,3-Dichloropropene
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
Toluene-d8 (S)
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
50 52.1
50 53.8
50 45.0
50 52.7
50 46.8
50 54.8
50 42.3
50 37.3
50 44.7
50 49.8
50 47.6
50 37.2
104
108
90
105
94
110
85
75
89
100
95
74
86
119
91
97
60-140
60-140
60-140
60-140
60-140
60-140
60-140
60-140
60-140
60-140
60-140
60-140
70-130
70-130
70-130
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 454167
Parameter
454168
MS MSD
9270847020 Spike Spike MS
Units Result Conc. Conc. Result
MSD
Result
MS MSD % Rec
Rec % Rec Limits RPD Qual
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlorotoluene
4-Chlorotoluene
Benzene
Bromobenzene
Bromochloromethane
Date: 06/11/2010 03:06 PM
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ND 20 20 22.4
ND 20 20 18.8
ND 20 20 20.6
ND 20 20 20.3
ND 20 20 17.7
ND 20 20 20.2
ND 20 20 18.1
ND 20 20 18.8
ND 20 20 19.5
ND 20 20 19.2
ND 20 20 20.8
ND 20 20 19.1
ND 20 20 21.8
ND 20 20 19.6
ND 20 20 18.7
ND 20 20 18.7
ND 20 20 21.5
ND 20 20 19.5
ND 20 20 19.3
ND 20 20 19.4
ND 20 20 19.2
ND 20 20 19.3
ND 20 20 19.5
ND 20 20 19.0
ND 20 20 18.5
ND 20 20 18.3
22.6
18.3
19.6
19.6
17.1
19.9
17.6
18.5
19.5
19.3
21.1
17.6
20.9
19.5
18.1
18.5
21.8
19.7
18.8
19.4
18.8
19.3
19.4
19.0
18.3
17.7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
112
94
103
101
89
101
91
94
98
96
104
96
109
98
94
93
108
97
97
97
96
97
98
95
92
92
113
92
98
98
86
99
88
93
98
96
105
88
105
97
91
93
109
99
94
97
94
96
97
95
92
89
60-140 1
60-140 3
60-140 5
60-140 4
60-140 4
60-140 2
60-140 3
60-140 2
60-140 0
60-140 0
60-140 1
60-140 8
60-140 4
60-140 1
60-140 3
60-140 1
60-140 1
60-140 1
60-140 3
60-140 0
60-140 2
60-140 0
60-140 0
60-140 1
60-140 1
60-140 4
Page 17 of 19

ace Analytical
minvpacelabs.com
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 454167 454168
MS MSD
9270847020 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Bromodichloromethane ug/L ND 20 20 18.6 18.7 93 94 60-140 1
Bromoform ug/L ND 20 20 22.6 21.2 113 106 60-140 6
Bromomethane ug/L ND 20 20 18.3 19.5 92 97 60-140 6
Carbon tetrachloride ug/L ND 20 20 21.0 21.4 105 107 60-140 2
Chlorobenzene ug/L ND 20 20 21.0 21.7 105 108 60-140 3
Chloroethane ug/L ND 20 20 18.1 17.4 91 87 60-140 4
Chloroform ug/L ND 20 20 18.1 17.6 91 88 60-140 3
Chloromethane ug/L ND 20 20 16.3 16.1 80 79 60-140 1
cis-1,2-Dichloroethene ug/L ND 20 20 18.4 18.0 92 90 60-140 2
cis-1,3-Dichloropropene ug/L ND 20 20 18.6 18.7 93 94 60-140 0
Dibromochloromethane ug/L ND 20 20 20.7 20.4 104 102 60-140 2
Dibromomethane ug/L ND 20 20 21.1 20.9 106 104 60-140 1
Dichlorodifluoromethane ug/L ND 20 20 20.5 20.5 102 103 60-140 0
Diisopropyl ether ug/L ND 20 20 17.4 16.7 87 83 60-140 4
Ethylbenzene ug/L ND 20 20 22.4 22.5 112 112 60-140 0
Hexachloro-1,3-butadiene ug/L ND 20 20 20.6 21.1 103 106 60-140 3
Isopropylbenzene (Cumene) ug/L ND 20 20 21.7 22.3 109 112 60-140 3
m&p-Xylene ug/L ND 40 40 38.2 38.7 95 97 60-140 1
Methyl-tert-butyl ether ug/L ND 20 20 18.3 17.3 92 87 60-140 6
Methylene Chloride ug/L ND 20 20 12.8 12.2 64 61 60-140 5
n-Butylbenzene ug/L ND 20 20 19.8 19.9 99 100 60-140 1
n-Propylbenzene ug/L 0.83 20 20 19.0 19.2 91 92 60-140 1
Naphthalene ug/L ND 20 20 20.4 19.6 102 98 60-140 4
o-Xylene ug/L ND 20 20 21.4 21.8 107 109 60-140 2
sec-Butylbenzene ug/L ND 20 20 20.9 21.1 104 106 60-140 1
Styrene ug/L ND 20 20 21.8 22.2 109 111 60-140 2
tert-Butylbenzene ug/L ND 20 20 21.0 21.9 105 109 60-140 4
Tetrachloroethene ug/L ND 20 20 22.9 23.8 115 119 60-140 4
Toluene ug/L ND 20 20 19.1 19.3 96 96 60-140 .1
trans-1,2-Dichloroethene ug/L ND 20 20 18.5 18.0 93 90 60-140 3
trans-1,3-Dichloropropene uglL ND 20 20 19.2 18.6 96 93 60-140 3
Trichloroethene ug/L ND 20 20 22.1 22.4 110 112 60-140 1
Trichlorofluoromethane ug/L ND 20 20 21.1 20.7 105 103 60-140 2
Vinyl chloride ug/L ND 20 20 19.5 19.2 97 96 60-140 1
1,2-Dichloroethane-d4(S) % 87 85 70-130
4-Bromofluorobenzene (S) % 110 112 70-130
Dibromofluoromethane (S) % 92 90 70-130
Toluene-d8 (S) % 96 97 70-130
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 18 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..

aceAnalytical
www.pacelabs.com
QUALIFIERS
Project: NISSAN WEST 6228-08-4834
Pace Project No.: 9270880
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Pace Analytical Services, Inc.
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to changes in sample preparation, dilution of
the sample aliquot, or moisture content.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
S - Surrogate
1,2-Diphenylhydrazine (8270 listed analyte) decomposes to Azobenzene.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
U - Indicates the compound was analyzed for, but not detected.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is NELAP accredited. Contact your Pace PM for the current list of accredited analytes.
ANALYTE QUALIFIERS
CU The continuing calibration for this compound is outside of Pace Analytical acceptance limits. Analyte presence below
reporting limits in associated samples. Results unaffected by high bias.
LO Analyte recovery in the laboratory control sample (LCS) was outside QC limits.
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.
MO Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
Date: 06/11/2010 03:06 PM
REPORT OF LABORATORY ANALYSIS Page 19 of 19
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
f(neh c

ace Analytical'
a rww.pacelahs.cam
CHAIN -OF -CUSTODY / Analytical- Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section A Section B Section C
Required Client Information: Required Project Information: Invoice Information:
Page: / of
1 :0
3 8 8 4
7
Company: ��� L
Report To: .20 y^ sr���
/C /�
Attention:
Address:
ZBo/ %sr Lip.��.
Copy To:
Company Name: ],14,`��/�
f
REGULATORY.AGENCYestMieter
rr-G G ZSZa B
Address: / n p T�
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r NPDES r GROUND WATER r DRINKING WATER
Email To:
Purchase Order No.:
Pace Quote
Reference:
kip ' UST r RCRA r OTHER
Phone:.
Teri 357
Fax:
%drl57 f�i'o,3�j
Project Name:�//
A//�J�`.4L1 kl(��sr
Pace Project
Manager.
Site Location
L
.1
Requested Due Date/TAT:`i- 0
Project Number.
Pace Profile if:
STATE;
r
,Requested Analysis Filtered (Y/N)
I ITEM #
Section D Matrix Codes
Required Client Information MATRIX / CODE
MATRIX CODE (see valid codes to left)
SAMPLE TYPE (G=GRAB C=COMP)
COLLECTED
SAMPLE TEMP AT COLLECTION
# OF CONTAINERS
Preservatives
~ z..
Y
Drinking Water DW
Water WT
Waste Water WW
Product P
Soil/Solid SL
SAMPLE ID oil OL
COMPOSITE
START
COMPOSITE
END/GRAB
Unpreserved
Methanol
lAnalysis Test 1.
Residual Chlorine (Y/N)
927oWss'0
Pace Project No./ Lab I.D.
Wipe WP
(A-Z, 0-9 / ,-) Air AR
Sample IDs MUST BE UNIQUE Tissue TS
Other OT
DATE
TIME
DATE
TIME
66
M
2
2
=
-,--,3
Z
O
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3
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4
5
6
7
B
9
10
11
12
ADDITIONAL COMMENTS
RELINQUISHED BY / AFFILIATION
DATE
TIME
ACCEPTED BY / AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
J
11:14Cr
i
-IV' 50
Oar/Pfjd
kp o o
/10
V
AJ
y
ezze Yolyi
e o
(6,0-5
.
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ORIGINAL
SAMPLER NAME AND'SIGNATURE
Temp in °C
Received on
Ice (Y/N)
Custody
Sealed Cooler
(Y/N).
;co'
is
PRINT Name of SAMPLER:
C�
SIGNATURE of SA ' _ !,
DATE Signe
(MM/DD/YY)a O`8/1 67/l o
Important Note: By signing this form you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5% per month for any invoices not pa' Rhin 30 days.
F-ALL Q-020rev.07, 15-May-2007

R
am
�K
ell
topUporl* Iecelp
Client Name: ice,
1 ere Received: Huntersville ❑ Asheville ❑ Eden
f ^urier: ❑ Fed Ex 0 UPS ❑ USPS I Client 0 Commercial 0 Pace Other
stody Seal on Cooler/Box Present: 0 yes no Seals intact: 0 yes
Packing Material: ❑ Bubble Wrap Bubble Bags
' ermometer Used: IR Gun T904
Correction Factor: Add / Subtract
❑ None
Type of Ice:
OC
Project # 4.Y2 cW6
❑ Other
Blue None
no
OptiOrial
..Samples on ice, cooling process has begun
i rrected Cooler Ter I) C Biological Tissue
P • `
is Frozen: YesCO
Comments:
Date and I o pers•n e a in ng'
contents: . 6
.nip should be above freezing to 6°C
("`ain of Custody Present: ❑No ON/A
1,
/[LYes
ain of Custody Filled Out: Yes ❑No ON/A
2.
Chain of Custody Relinquished:' 1Yes ❑No ON/A
3.
mpler Name & Signature on COC: VIYes ❑No ON/A
4.
Samples Arrived within Hold Time: (74Yes ❑No ON/A
5. .
ort Hold Time Analysis (<72hr): ❑Yes ,JNo ON/A
6.
L __sh Turn Around Time Requested: ❑Yes ,No ON/A
7. •
Sufficient Volume: • Yes ❑No ON/A
8.
1 rrect Containers Used: Vf1Yes ❑No ON/A
-Pace Containers Used: Yes ❑No ON/A
9.
ntainers Intact: 4Yes ❑No ON/A
10. •
i-titered volume received for Dissolved tests • DYes ❑No
11.
tjN/A
mple Labels match COC: iYes ❑No ON/A
-Includes date/time/ID/Analysis Matrix: /._
12.
All containers needing preservation have been checked.
IyiYes ❑No ON/A
/
:pres
ervation needing are found to be in %jYes ❑No ON/A
L_..1pliance with EPA recommendation. r
r--rptions: VOA, coliform, TOC, O8G, WI-DRO (water) ❑Yes ❑No
13.
Initial when completed
I nples checked for dechlorination: ❑Yes ❑No ON/A
14.
Headspace in VOA Vials (>6mm): ❑Yes lNo ON/A
15.
' ) Blank Present: ❑Yes ❑No ON/A
Trip Blank Custody Seals Present DYes ❑No N/A
ce Trip Blank Lot* (if purchased):___ _ /// _
16.
Client Notification/ Resolution:
Person Contacted:
omments/ Resolution:
Date/Time:
Field Data Required?
Y / N
Project Manager Review:
Date:
;e: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification
Office ( i.e out of hold, incorrect preservative, out of temp, incorrect containers)
Pace
SCUR revision 072308

Nissan West - U1C Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 20
ATTACHMENT G
WELL DATA

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 21
WELL DATA
Based on information contained in MACTEC's Limited Site Assessment Report, there are no known
users of groundwater within a 1,500-foot radius of the injection area. MACTEC was unable to obtain soil
description information for wells MW-1 and MW-2. None of these three wells will be utilized as
injection wells for the proposed remedial action. A summary well construction detail for the three wells
at the site is presented on the following table.
Well I.D.
Total Depths (feet)
Screened Interval (feet)
Depth to Groundwater *
MW-1
19.5
9-19
11.54
MW-2
19.3
9-19
11.22
MW-3
15.0
5-15
11.54
*measured from top of casing on June 4, 2010

OBSERVATION WELL FIELD INSTALLATION RECORD
JOB NAME
WELL NUMBER
LOCATION
/'l/I. 5q !'1 W%S�
Gv-3
�r7 55 Eas+ F-coik I;�
JOB NUMBER
6 zZ&- ok-q 3 /
INSTALLATION DATE 2-ZS-Zo� O
Blvd- Gri s-C-oh;c ' J c_
GROUND SURFACE ELEVATION*
'7ao. oo/ (ad)
55%4Me
GRANULAR BACKFILL MATERIAL 457INaLrAe.Gl .S4 118
SCREEN MATERIAL
RISER MATERIAL
DRILLING TECHNIQUE
BOREHOLE DIAMETER
LOCK BRAND
mi11 40 'P V G
Sok Lfo V �
IVo+ }W l; c ),1 e
Nat able.
rvl
SLOT SIZE 69• 0/0 'filch
SCREEN DIAMETER 2 ) i G. i,
RISER DIAMETER
2 lock
DRILLING CONTRACTOR % • / RCT c-
MACTEC FIELD
REPRESENTATIVE
SIZE/MODEL
'gob Rs4e,r-
�)5o rnQs- '
GROUT
DEPTH TO TOP OF
BENTONITE SEAL
l . O --Coot
TO TOP OF —
GRANULAR MATERIAL
1.5 -re_ei-
THREADED COUPLING
SCREEN
GRANULAR BACKFILL
NOT TO SCALE
GROUND
SURFACE
LENGTH OF
SOLID SECTION
CAP
•
BENTONITE
RISER
LENGTH OF
SLOTTED SECTION
9.9
LENGTH OF
TAIL PIPE
TOTAL DEPTH
OF WELL
15 fe_e-f
STABILIZED WATER
LEVEL AFTER
DEVELOPMENT
FEET
BELOW TOP OF
INNER CASING
MEASURED ON
MACTEC
MACTEC Engineering and Consulting, Inc.
3301 Atlantic Avenue
Raleigh. North Carolina 27604
Site Manager Review w 4 � Date: la .
PSEG ESP -Well Installation Record Rev 0 12/02/08

Nissan West - UIC Permit Application
2755 East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 22
ATTACHMENT H
MAPS

Nissan West - UIC Permit Application
275E East Franklin Boulevard, Gastonia, NC
MACTEC Project: 6228-08-4834
June 25, 2010
Page 23
MAPS
The following maps/figures included in this UIC Peanut Application were taken from MACTEC's
previous reports.
(1) Site Location/Surrounding Property
(2) Aerial Photograph
(3) Well Survey Map
(4) Zoning Map
(5) Groundwater Contour Map

PROJECT
LOCATION
PREPARED
BY
DATE
( 0 -Liz 0
SITE LOCATION/SURROUNDING PROPERTY
GASTONIA NISSAN
2755 EAST FRANKLIN BLVD
GASTONIA, NORTH CAROLINA
JOB NUMBER 6228-08-4834
FIGURE

Source: Aerial Photograph obtained from Gaston County GIS, dated 2007.
AERIAL PHOTOGRAPH
GASTONIA NISSAN
2755 EAST FRANKLIN BLVD
GASTONIA, NORTH CAROLINA
JOB NUMBER FIGURE
6228-08-4834

Source: Aerial Photograph obtained from Gaston County GIS, dated 2009.
Source Area
111011
0
500' Radius ' 1000' Radius = 1500' Radius
400 800 1,200 1,600
Feet
A
ti'MACTEC
WELL SURVEY MAP
NISSAN WEST
2755 EAST FRANKLIN BLVD
GASTONIA, NORTH CAROLINA
PREPARED IDATE
BY F k,-``'
CHECKED
BY f6r
DATE
G-z 3- /o
JOB NUMBER 6228-08-4834
FIGURE
3

it Ail -10.r
Source: Aerial Photograph obtained from Gaston County GIS, dated 2009.
Source Area
ION
Zoning Boundaries
0 400
,SFIy MA ALi--,„_'
fawci R RAu�y y
800 1,200 1,600
Feet
T. 1
:AI MACTEC
ZONING MAP
NISSAN WEST
2755 EAST FRANKLIN BLVD
GASTONIA, NORTH CAROLINA
BY l PREPARED DATE CHECKE '�+ DATE
G-k11-\O BY I 6-7 .-J
JOB NUMBER 6228-08-4834 I FIGURE

E
N
E
0
N
0
0
d. 23 Jun 2
6-16-10.dwg
a
0
CO
N
0
N
0
E
0
BEFORE DE
0
MAIN BLDG.
3' MAN DOOR
r
— -I
O
BOLLARD
GARAGE DOOR
/
o
NEW OIL/
WATER
SEPARATOR
UNIT
0
03
i
// \
/ \
BURIED \
ELECTRICAL \
G CONDUIT 1
[2.0]
0 \ I
MW-3
(688.46) \ i
1 t/
/
/1
/ FORMER
/EXTENT OF
EXCAVATION
o0 [<0.5]
MW-1
(687.96)
EXPLANATION
® APPROX. LOCATION OF GROUNDWATER
MONITORING WELL
(687.90) GROUNDWATER ELEVATION (FT., 6/4/10)
GROUNDWATER CONTOUR (FT.)
GENERALIZED GROUNDWATER FLOW DIRECTION
NOTES
1) CONTOUR INTERVAL = 0.25 FT
2) ELEVATIONS ARE REFERENCED TO AN
ASSUMED DATUM (TOP OF CASING
MW-3=700.00 FT)
0 PROPOSED INJECTION POINTS
[2.0]
[<0.5] /1
MW-2
(687.90)
PCE CONCENTRATION (JUNE 2010)
ESTIMATED HORIZONTAL EXTENT OF VOC'S
(JUNE 2010 DATA)
APPROXIMATE SCALE IN FEET
5 2.5 0
5
MACTEC
& ENGINEERING CONSULTING, INC.
OFFICE_LOC
GROUNDWATER CONTOUR MAP
NISSAN WEST
2755 EAST FRANKLIN BLVD.
GASTONIA, NC
PREPARED DATE ,�
BY SJ'IM 6' an/� C5-10
CHECKED n (d. IDATE[_ag ID
JOB NO.
6228-08-4834
FIGURE
3