WI0800542_Permit (Issuance)_20201009

AV
NA C
F kT
ENVIRONMENTAL • GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING
August 19, 2020
Ms. Shristi Shrestha
2725 East Millbrook Road
Suite 121
Raleigh, NC 27604
Tel: [phone]
Fax: [phone]
www.ategroupservices.com
N.C. Engineering License No. C-1598
North Carolina Department of Environmental Quality
Division of Water Quality - Aquifer Protection Section, UIC Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Reference: Notice of Intent to Construct or Operate Injection Wells
Former Padgett's Exxon
2325 Market Street
Wilmington, New Hanover County, North Carolina
NCDEQ Incident #32248
Dear Ms. Shrestha:
ATC Associates of North Carolina, P.C. (ATC) has prepared the enclosed Notice of Intent to
Construct or Operate Injection Wells on behalf of Springer -Eubank Oil Company. The permit
application covers the performance of passive remediation in three monitoring wells associated
with the above referenced site.
If you have questions or require additional information, please contact our office at [phone].
Sincerely,
ATC Associates of North Carolina, P.C.
Elizabeth A. Allyn Gabriel Araos, P.E.
Project Manager Senior Project Manager
cc: Ms. Greta Stanley, Springer -Eubank Oil Company
Attachments

Notice of Intent to Construct or Operate Injection Wells
Former Padgett's Exxon, Wilmington, North Carolina
NOTICE OF INTENT FORM
NwATC
WRONMEN1AL • OEUMMICAL
10101H 9IENM • Y11ENlNES TE5HN6

NC Department of Environmental Quality — Division of Water Resources (DWR)
NOTIFICATION OF INTENT (NOI) TO CONSTRUCT OR OPERATE INJECTION WELLS
The following are `permitted by rule" and do not require an individual permit when constructed in accordance
with the rules of I5A NCAC 02C.0200 (NOTE: This form must be received at least 14 DAYS prior to injection)
AQUIFER TEST WELLS (15A NCAC 02C .0220)
These wells are used to inject uncontaminated fluid into an aquifer to determine aquifer hydraulic characteristics.
IN SITU REMEDIATION (15A NCAC 02C .02251 or TRACER WELLS (15A NCAC 02C .0229):
1) Passive Injection Systems - In -well delivery systems to diffuse injectants into the subsurface. Examples include
ORC socks, iSOC systems, and other gas infusion methods (Note: Injection Event Records (IER) do not need to be
submitted for replacement of each sock used in ORC systems).
2) Small -Scale Injection Operations — Injection wells located within a land surface area not to exceed 10,000
square feet for the purpose of soil or groundwater remediation or tracer tests. An individual permit shall be required
for test or treatment areas exceeding 10,000 square feet.
3) Pilot Tests - Preliminary studies conducted for the purpose of evaluating the technical feasibility of a
remediation strategy in order to develop a full scale remediation plan for future implementation, and where the
surface area of the injection zone wells is located within an area that does not exceed five percent of the land surface
above the known extent of groundwater contamination. An individual permit shall be required to conduct more
than one pilot test on any separate groundwater contaminant plume.
4) Air Injection Wells - Used to inject ambient air to enhance in -situ treatment of soil or groundwater.
5) In -Situ Thermal Wells (IST) — Used to `heat' contaminated groundwater to enhance remediation
Print Clearly or Type Information. Illegible Submittals Will Be Returned as Incomplete.
DATE: August 19 , 20_20_ PERMIT NO.
(to be filled in by DWR)
NOTE- If this NOI is being submitted as notification of a modification of a previously issued NOI for this site (e.g.,
different injection wells, plume, additives, etc.) and still meets the deemed permitted by rule criteria, provide the
previously assigned permit tracking number and any needed relevant information to assess and approve injection:
Permit No.
Issued Date:
A. WELL TYPE TO BE CONSTRUCTED OR OPERATED
(1) Air Injection Well.......................................Complete sections B through F, J, M
(2) Aquifer Test Well.......................................Complete sections B through F, J, M
(3) x Passive Injection System...............................Complete sections B through F, H-M
(4) Small -Scale Injection Operation ......................Complete sections B through M
(5) Pilot Test.................................................Complete sections B through M
(6) In -Situ Thermal (IST) Well...........................Complete all sections except K
B. STATUS OF WELL OWNER: Choose an item.
Deemed Permitted GW Remediation NOI Rev. 2-14-2020 Page 1

C. WELL OWNER(S) — State name of Business/Agency, and Name and Title of person delegated authority to
sign on behalf of the business or agency:
Name(s): Greta Stanley — Vice President, Springer -Eubank Oil Company
Mailing Address: 123 Shipyard Boulevard
City: Wilmington State: NC Zip Code: 28412
County: New Hanover
Day Tele No.: 910-343-1991 Cell No.:
Not Available
EMAIL Address: gstanley(&springeroil.com Fax No.:
Not Available
D. PROPERTY OWNER(S) (if different than well owner/applicant)
Name and Title: W M Josephine Eubanks
Company Name NA
Mailing Address: P.O. Box 4014
City: Wilmington State: NC Zip Code: 28406
County: New Hanover
Day Tele No.: Not Available Cell No.:
910-232-6376
EMAIL Address: Not Available Fax No.:
Not Available
E. PROJECT CONTACT (Typically Environmental Consulting/Engineering Firm)
Name and Title: Gabriel Araos, P.E., Senior Project Manager
Company Name ATC Associates of North Carolina, P.C.
Mailing Address: 2725 East Millbrook Road, Suite 121
City: Raleigh State: NC Zip Code: 27604 County: Wake
Day Tele No.: 919-871-0999 Cell No.: 919-816-7915
EMAIL Address: gabe.araoskatc,gs.com Fax No.: 737-207-8261
F. PHYSICAL LOCATION OF WELL SITE
(1) Facility Name & Address: Former Pad,gett's Exxon
2325 Market Street
City: Wilmington County. New Hanover Zip Code: 28403
(2) Geographic Coordinates: Latitude": 0 1" or 34 0. 24161N
Longitude": " or 77 91633W
Reference Datum: Accuracy:
Method of Collection: Google Earth
"FOR AIR INJECTION AND AQUIFER TEST WELLS ONLY: A FACILITY SITE MAP WITH PROPERTY
BOUNDARIES MAY BE SUBMITTED IN LIEU OF GEOGRAPHIC COORDINATES.
G. TREATMENT AREA
Land surface area of contaminant plume: square feet
Land surface area of inj. well network: square feet (< 10,000 ft2 for small-scale injections)
Percent of contaminant plume area to be treated: (must be < 5% of plume for pilot test injections)
Deemed Permitted GW Remediation NOI Rev. 2-14-2020 Page 2

H. INJECTION ZONE MAPS — Attach the following to the notification.
(1) Contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the
contaminant plume in soil and groundwater, existing and proposed monitoring wells, and existing and
proposed injection wells; and
(2) Cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical
extent of the contaminant plume in soil and groundwater, changes in lithology, existing and proposed
monitoring wells, and existing and proposed injection wells.
(3) Potentiometric surface map(s) indicating the rate and direction of groundwater movement, plus existing
and proposed wells.
See Figures I through 8 for site location, injection zone maps, and cross sections.
I. DESCRIPTION OF PROPOSED INJECTION ACTIVITIES AT THE SITE — Provide a brief narrative
regarding the cause of the contamination, and purpose, scope, goals of the proposed injection activity:
ATC will install Provectus Oxygen Releasing Substrate (ORS) sleeves in monitoring wells DW-I, DW-3, and
DW-4 in order to aide in natural attenuation and reduce compounds concentrations to below the North Carolina
Groundwater Quality Standards (2L Standards). Based on the most recent samplingevent in March
2019, several compounds exceeding 2L Standards were detected in DW-1, DW-3, and DW-4. The socks come
in 3-foot sections. ATC will install two 3-foot sections at the base of the wells, across the well screens. The
socks will release oxidizing compounds into the groundwater for approximately 6 months, at which point the
chemicals in the socks will have depleted. ATC will also measure dissolved oxygen, conductivity, temperature,
pH, and oxygen reduction potential in monitoring wells DW-1, DW-3, and DW-4 during the October 2020
sampling event. ATC will change the ORS sleeves periodically as determined by the laboratory results.
J. WELL CONSTRUCTION DATA
(1) No. of injection wells: 0 Proposed 3 Existing (provide NC Well
Construction Record (GW-1) for each well) — See Appendix A
(2) Appx. injection depths (BLS): 24 feet
(3) For Proposed wells or Existing wells not having GW-ls, provide well construction details for each
injection well in a diagram or table format. A single diagram or line in a table can be used for
multiple wells with the same construction details. Well construction details shall include the
following (indicate if construction is proposed or as -built):
(a) Well type as permanent, Geoprobe/DPT, or subsurface distribution infiltration gallery
(b) Depth below land surface of casing, each grout type and depth, screen, and sand pack
(c) Well contractor name and certification number
K. INJECTION SUMMARY
NOTE: Only injectants approved by the epidemioloy section of the NC Division of Public Health, Department
of Health and Human Services can be injected. Approved injectants can be found online at
hlt 2:Hdeg.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/ground-watgr-
protection/ground-water-approved-injectants. All other substances must be reviewed by the DHHS prior to use.
Contact the UIC Program for more info if you wish to get approval for a deferent additive. However, please
note it may take 3 months or loner.
Deemed Permitted GW Remediation NOI Rev. 2-14-2020 Page 3

Injectant: Provectus-ORS Total Atnt. to be injected (gal)/event:
Amt. Water to be injected (gal/event); 0 gallons
Total Amt. to be injected (gal/event):
No. of separate injection events: Est. Total Amt. to he injected (gal):
Source of Water (if applicable}: Not Applicable
L. MONITORING PLAN — Describe below or in separate attachment a monitoring plan to be used to determine
if violations of groundwater quality standards specified in Subchapter 02L result from the injection activity.
Semi-annual sampling events of all monitoring wells are perfonned. ATC's next §aM lip event wi11 occur
October 202_(i. During the sampling event, ATC will collect a sample from monitoring wells DW-1. DW-3. and
DW-4 for analysis of volatile organic compounds by EPA Method 6200B including methyl terdga-buutyl ether
[ME) and isopropyl ether (iPE). The sarnple will be shipped to SGS North America Inc; in Scott. Louisiana.
M. SIGNATURE OF APPLICANT AND PROPERTY OWNER
Well Ownm/Applicant: "I hereby certify, under penalty of law, that I am familiar with the information
submitted in this document and all attachments thereto and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, I believe that the information is true, accurate and
complete. I am aware that there are sign fcant penalties, including the possibility of fines and imprisonment,
for submittingfalse information. 1 agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well and all related appurtenances in accordance with the 15A NCAC 02C 0200 Rules. "
/ d Lutt 1 `1 _ O r"A JW!!M . Cn VI MOXIV! 1
Signature of Applicant lnt or Type Full Name
Property Owner (if the property is not owned by the Well Owner/Applicant):
"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 wells) conform to the Well Construction Standards
(15A NCAC 02C .0200). "
"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.
Signature* of Property Owner (if different from applicant) Print or Type Full Name and Tide
*An access agreement between the applicant and property owner may be submitted in lieu of a signature on this form.
Please send 1 (one) hard color copy of this NOI along with a copy on an attached CD or Flash Drive at least
two (2) weeks prior to injection to:
DWR — UIC Program
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone: [phone]
Deemed Permitted GW Remediation NOI Rev. 2-14-2020 Page 4

Notice of Intent to Construct or Operate Injection Wells
Former Padgett's Exxon, Wilmington, North Carolina
FIGURES
NwATC
WRONMEN1AL • OEUMMICAL
10101H 9IENM • Y11ENlNES TE5HN6

ai
A.
AL
dil
'.= SITE _ f '--� i!
It
Y AK
r
# F} k
F IAhp
'
'k . c t
44
C-AT�
.. J•l j7 i
SOURCE: 1979 TOPOGRAPHIC MAP - MSRMAPS.COM. m 20G 40U 50�
yds 2aD 40D 50D
LVVATC
2725 E. Millbrook Road, Ste 121 FIGURE 1: SITE TOPOGRAPHIC MAP
Raleigh, NC 27604
A 5 5 0 C I A T E 5 I N C [phone] Former Padgett's Exxon
PROJECT NO: PADGETTS52 2325 Market Street
Wilmington, New Hanover County,
SCALE: SEE ABOVE DATE: 5/2016 REVIEWED BY: GA North Carolina

OFFICE
GRASS
LEGEND
R ESIDENCE
=
TYPE 11 MONITORING WELL
O =
TYPE 111 MONITORING WELL
X—
= FENCE
W
= WATER LINE
T—
= COMMUNICATION LINE
G
= NATURAL GAS LINE
SS—
= SANITARY SEWER
E—
= OVERHEAD ELECTRICAL LINE
•
= POWER POLE
� I
PEZZA
WATER SUPPLY
WELL
co
x
GRAVEL
MW-27
s
ENGLISH
GARDEN
MW-19
O
I
I �
x
F-x x x x x x x x x x x xL-
x
DW-5
ON —SITE REMEDIATION
u TRAILER
x MW-10
MW-11I
I OI
x GRASS MW--18
,SHED
x MW-9
DO2 MW-3D03
I � '
" MW-4 r----�
wMW-8 DW-6 MM 1�
x �
DW --MW-2
OI
I
MW-7 FORMER
RESIDENCE PADGETT'S
I
MW-151 I M -5
x &iL-I i
__
— — -- -- -- -- --
pyy;o MWO-6
MW-17
MW-16
MW�-22
GRASS GRASS GRASS
-------- - --------
I I
RESIDENCE
RESIDENCE
I
' MW-12
MW
25
(GRASS
CANOPY
MW- 3
❑ —
MW-2244
I
I
GRASS
MW-23
\ GRASS
MWs-21
GRASS
RESIDENCE
DIESEL
DISPENSERS
CONCRETE
M 3 (CITGO)
ASPHALT
-- — x — x — x — x — x — x — x — x — x — x — x — x — x — x-I
x
x
x
GRASS
x
x
x I
x
I
MW�2(CITGO)
ASPHALT x
x
J x
I
CITGO
OFF -SITE REMEDIATION
TRAILER x
x— x x x x x— x— x-1
I
DISPENSER
I
GRASS
MW-1(CITGO)
CANOPY
ASPHALT
DISPENSER
I
/
1
GRASS
GRASS
GRASS
MARKET STREET
0 20 40
moolli
APPROXIMATE SCALE IN FEET
1 Q MW-20
BRICK WALL
GRASS
z
O O
X
W U
W
Lu
Lidoo
QD z
_j
w
�L—

OFFICE
GRASS
LEGEND
GRAVEL
MW-27
(NM)
FENCE
r'—.—.—.—.—.—.—.—.—.—.—.—.—.—.—XL__1
I I
— -DW-5 — —
0(NM) -----�
ON -SITE REMEDIATION
TRAILER ,
I
MW-10
(NM) 50 MW-1 1,
(NM)
GRASS MW-18
S (NM)
• SHED
MW-9 (12.36
(NM) DW— M QW
of ) MW-3
(12.61)
(NM) `
MW-4
(NM) (NM}-i- .62
MW-8 DW30)
�0
(L�l 12.50) MW—�2
(NM)
ENGLISH i i/ - F ER
GARDEN ! RESIDACE (12.41) ADG
♦ (12.55) i --
�� MW-15 1 1 MW-5
Lt-�` L ---- J (NM)
` ---
PROPERTY BNJNDARY ♦` (NM)
MW-19 _
_1 7 7 ` ` `� ((1112.39)
& `` ♦ �` `�� MW-16
(12.61) �� �� N & (NM)
NQ
� O �
O
GRASS
(NM)
M W-22
GRASS
= TYPE II MONITORING WELL
O = TYPE III MONITORING WELL
GROUNDWATER ELEVATION CONTOUR LINE (DASHED WHERE APPROXIMATE)
(90.92) = GROUNDWATER ELEVATION IN FEET
� = GROUNDWATER FLOW DIRECTION
(NM) = NOT MEASURED
♦I
CC
MW-26 GRASS
m
J
m
m
m
(NM)
�
d
U
a
ua
'`
I x
�
0
❑\moo
L
Q
I
DIESEL
DISPENSERS
Wis
o
Q
m
y
x
�(N �-�2(CITGO)
m
a
�
\11
c'
CONCRETE xo
(12.54)
' MW-12
(12.53) CI TGO
OF
MW 25 x
GRASS
I ❑\
CANOPY
MW— 3
�(NM) ❑ —
12.52)&
MW—?Ar
Li'� --
GRASS
MW-23
(NM)
GRASS
(NM)
MW-21
GRASS
GRASS
0 30 60
APPROXIMATE SCALE IN FEET
MY-3 (CITGO)
nO (NM)
%GASOLINE
DISPENSERS
ASPHALT
MARKET STREET
DISPENSER
CANOPY
DISPENSER
I MW-1(CITGO)
(NM)
ASPHALT
GRASS
---- --------- ------------
PROPERTY BOUNDARY
GRASS
r
(NM) & MW-20
BRICK WALL N

OFFICE
SS
LEGEND
GRAVEL
MW-27
ENGLISH
GARDEN
FENCE
rx —x x x x x x x x
Ix
x x x—x-x-x-xL--1
I I
x DW-5
E:A—ON-SITE
REMEDIATION
TRAILER
MW-10
MW-11
x
x HED
GRASS MW--18
x
MW-9
II
DW-2 ' 4
�' 6O
Ns� O MW '1
//,
MWf 4 / r -----�
-------
y-rs f� ____i I--
x
WMW-8
(NS)DV6-
6 ' 0
1,000
DW-4 '
x
100
(214) -2
10
MW-7
FOR
RESIDENCE
&
PADGETT'S
(26.8)
MW-15 1 i MW-5
(3.2)
-- -- -- -- -- -- --
PROPERTY BOUNDARY
MW-19
L----J
----------------------
DW-7 MW-6
k0.50) , ,.,J /I0 KIF (1.1)
MW�-17
M W--22
GRASS GRASS GRASS
S = TYPE II MONITORING WELL
O = TYPE III MONITORING WELL
= DISSOLVED BENZENE ISOCONCENTRATION CONTOUR (DASHED WHERE APPROXIMATE)
(<�) = DISSOLVED BENZENE ISOCONCENTRATION (ug/L)
(NS) = NOT SAMPLED
MW-16
M W-2 6
I
I
(8.0)
' MW-12
I
GRASS
M W- 13
MW-24
(4.4)
I
I
I
GRASS
MW-23
\GRASS
17.2)
?5
DIESEL
DISPENSERS
CONCRETE
M 3 (CITGO)
GASOLINE
DISPENSERS
ASPHALT
MARKET STREET
MW--21
0 30 60
APPROXIMATE SCALE IN FEET
GRASS
MW42 (CITGO)
x
CITGO
DISPENSER
MW-1(CITGO)
CANOPY
DISPENSER
GRASS
PROPERTY BOUNDARY
GRASS
ASPHALT
F
OFF-SI
r
MW-20
I
BRICK WALL N
4

DW-3 GROUNDWATER 03/18/19
TOTAL XYLENES
g/Ll
1,540
NAPHTHALENE
ug/L
229
ISOPROPYLBENZENE
g/Ll
77.4
n-PROPYLBENZENE
.9/Ll
186
1,2,4-TRIMETHYLBENZENE
ug/Ll
911
MW-4
GROUNDWATER
03/18/19
TOTAL XYLENES
ug/L
758
NAPHTHALENE
uq/L
88.8
DW-1 GROUNDWATER 03/18/19
TOLUENE ug/L
3,420
ETHYLBENZENE ug/L
1,250
TOTAL XYLENES uq/L
4,450
NAPHTHALENE ug/L
499
ISOPROPYLBENZENE uq/L
71.3
n-PROPYLBENZENE ug/L
191
1,2,3-TRICH LOROPROPANE ug/L
14.9
1,2,4-TRIMETHYLBENZENE uq/L
1,170
I DW-4 GROUNDWATER 03/18/19I
GRAVEL
I
MW-27
IE ug/L 982 982 1 ENGLISH
ENZENE uq/L
XYLENES ug/L 3,920 GARDEN
MW-7 GROUNDWATER
03/18/19
NAPHTHALENE49.8
1,2,3-TRICHLOROPROPANE uq/L
0.81
MW- 1 5 GROUNDWATER 03/18/19
MW-17 GROUNDWATER 03/18/19
NO COMPOUNDS WERE DETECTED ABOVE
I
FENCE
-
x
I I
— — —D -5 —
(NS) ON -SITE REMEDIATION
x TRAILER
I
MW-10
MW-11
x
GRASS MW-18
SHED
x MW-9
DW-2 DW-3
0 - MW-3 0
x MW-4 ------I
MW-8 0 �—F�
x (NS) O
DW= 1�
x D�4-- -
MW-2'I
I
MW-7 FORMER
IxRESIDENCE PADGETT'S
MW-15 1 i MW-5
-------------------------- — ---------------- —
PROPERTY BOUNDA
MW-19 DW-7 MW-6
(Ns, O (NS) 0 , O
MW-17
MW-16
A'S)
0
O
O
:Z__
7
lz
W
MW-26
DIESEL
DISPENSERS
i MW 25
MY-3 (CITGO)
50 (NS)
CANOPY GASOLINE
- 3 ❑ DISPENSERS
MmWS
MW-24
I
I
I
I
x
x
1 MW-12(CITGO)
(NS) I
CITG
DISPENSER
GRASS
M l2 GROUNDWATER
03/18/19
NAPHTHALENE uq/L
1 25.7
1,2,3-TRICHLOROPROPANE uq/L
1 1.8
F-1
MW-25 GROUNDWATER 03/18/19
NAPHTHALENE uq/L
108
1,2,3-TRICHLOROPROPANE uq
1 ,2,4-TRIMETHYLBEN7ENE uq/L
402
MW-1 GROUNDWATER 03/18/19I
CANOPY I (NS)MW-1(CITGO)
x—x—
GROUNDWATER 03/18/19
ASPHALT
i ASPHALT
I DISPENSER
(GRASS
MW-23
(NS) GRASS
L------------------------------------------------------------------1
PROPERTY BOUNDARY
�SS GRASS
MARKET STREET
Q)
U
z
U
U
0 �
cn z
J z J
U X
I� W I— U
W LQ
(n LQ
U Lu Co
z
LQ
`� z �QLQ
wiz
C) �N�
lz � LNG
m
ro
MW-6 GROUNDWATER 03/18/19 M
(Ns) MW-20 0
NO COMPOUNDS WERE DETECTED ABOVE M W— 2 1
THE NCDEQ 2L STANDARDS MW— 22 ti
GRASS GRASS GRASS once BRICK WALL
w
J
a
LEGEND
= TYPE II MONITORING WELL 0 30 60 z
O = TYPE III MONITORING WELL
(NS) = NOT SAMPLED ~o
APPROXIMATE SCALE IN FEET z

w
U
Z
W
0
N
w
W
1
Pezza
Wellod
NURSERY
1
O O
i
1
' M
' MW-15ja fI
' e
d
BMW-6 .....
DW-7O
A�A1AlN...... MW-17
... .... M
.................... . .. .......
INME/En"Em", . V110%
o
0
I
I
I W:
iLU
AI
___-_____yQ-_____--__
I oF/ f
I
i
T �
FL{
O
iC)
- ......
MW-26
I
Ven Pipe
i
l] ♦DIESEL [
i
DISPENSERS
i
Concrete
• • •
UST BASIN
W-12 • •
MW-25
CHAIN LINK FENCE LEGEND
_X-____yam____-X_____.X-----
X_____x_
-e- Utility Pole
—OHE— Overhead Electric
Grass -OHC- Overhead Communication
Gas Main (approximate)
Z — • • - Water Main (approximate)
Z— • — Communication Line (approximate)
Z - - - Property Line
® Stormwater Inlet
(CITGO) v SS Sanitary Sewer Manway
Q�P
Py 0 Monitoring Well (Type III)
ONE STORY
e I Monitoring Well (Type II)
I
GAS
z
BRICK BUILDING
(CITGO)
�
II
I
❑
tW-3 (CITGO)
Concrete
i
:I
MW 13
❑•L-�_ GASOLINE
....
—
..............................€
OPY CANDISPENSERS
...
Dispenser:
0•
MW-24
z
MW-1 (CITGO) QrQ�
J
e
Dis ense
:.
s
i........................
�
041
o
I a
GRASS
i I z
MW-23
GRASS
-----------
------------
Sidewalk
...fifS454.
...........GAS MAIN ..........................
......GAShWN....
......... .. ......GRASS•........... .
RA'SS.. ....
'
_WATER.MdAIN—..—........ —..—.._.._........
—..—..—..—..—..—..—..—..—..—
MARKET STREET
FIBER OPTIC COMMUNICATION
COMMUNICATION LIN'
! BRICK WALL
RESIDENCE 5
0
W
a
RESIDENCE
Notes:
Base Map constructed mating former Padgett's
Exxon professional survey with Citgo survey.
Photo -revised using New Hanover County GIs
data and field checked.
Scale (feet)
0 1 40 80 1
Environmental Services & Solutions, PLLC
P.O. Box 12055
Wilmington, North Carolina 28405
PROJECT NO. CLIENT/LOCATION
PROJECT MANAGER FORMER PADGETT'S EXXON
B. Lievre
DATE DRAWING DESCRIPTION
8/23/09
:IGURE NO. 1 Cross -Section Location Map

-15
-25 l u l29 FS1
Legend
. Impacted Soil Above Standards
Groundwater Elevation (July 18, 2008)
-35 V Groundwater Elevation (September 29, 2009)
0 Well Screen Interval
1,000 ug/1 Benzene Contour (ug/1)
Notes:
• Well and boring diameters are not to scale.
• Thin units are typically generalized, see boring logs for greater detail.
• Extent of impacted soil is approximate and does not necessarily extend to ground surface.
ra,
11mo 111moz
f:] Fj Shallow Well
Groundwater
Elevation
Coquina/Limestone
o Sand
o
0
•�i S� Fine Sand
O
~ Silty Sand
Clayey Sand
/
Sandy Silt
Clayey Silt
Sandy Clay
Clay/Silty Clay
Horizontal 1 inch = 40 feet
Vertical 1 inch = 10 feet
�-�
Environmental Services & Solutions, PLLC
P.O. Box 12055, Wilmington, NC 28405
AN''
Telephone: [phone]
'ROJECT
SITE/LOCATION
AANAGER
Former Padgett's Exxon
B. LIEVRE
Wilmington, NC
DATE
DRAWING DESCRIPTION
FIGURE NO.
11/12/09
Cross -Section A -A'
17

U
25
15
-15
-25 -
-35 -
B
N 0
.0
3
m m m m l p p p m Kenwood Ave
1 Groundwater Elevation (September 29, 2009)
Well Screen Interval
1,000 ug/1 Benzene Contour (ug/1)
Notes:
• Well and boring diameters are not to scale.
• Thin units are typically generalized, see boring logs for greater detail.
• Extent of impacted soil is approximate and does not necessarily extend to
surface.
MANAGER
B. LIEVRE
DATE
11/12/09
Coquina/Limestone
Sand
Fine Sand
Silty Sand
Clayey Sand
Sandy Silt
Clayey Silt
Sandy Clay
Clay/Silty Clay
Horizontal 1 inch = 40 feet
Vertical I inch = 10 feet
vices & Solutions, PLLC
r.V. Dux IAuoo, vvilmington, NC 28405
Telephone: [phone]
SITE/LOCATION
Former Padgett's Exxon
Wilmington, NC
DRAWING DESCRIPTION FIGURE NO.
Cross -Section B-B' 18

Notice of Intent to Construct or Operate Injection Wells
Former Padgett's Exxon, Wilmington, North Carolina
APPENDIX A
MSDS FORM
NwATC
WRONMEN1AL • OEUMMICAL
10101H 9IENM • Y11ENlNES TE5HN6

provectus
ENVIRONMENTAL PRODUCTS`
1.
2.
3.
MATERIAL SAFETY DATA SHEET: PROVECT-ORS Page: 1 of 5
PRODUCT IDENTIFICATION:
PRODUCT USE:
MANUFACTURER:
PROVECTUS ENVIRONMENTAL
2871 W. Forest Rd., Suite 2
Freeport, IL
61032
PROVECT-ORS
Soil and water treatment.
EMERGENCY PHONE:
USA: (S15) 650-2230
TRANSPORTATION OF DANGEROUS GOOD CLASSIFICATION:
Oxidizing Solid, n.o.s. (Calcium Peroxide), Class 5.1, PG II, UN1479
WHMIS CLASSIFICATION:
Oxidizer
COMPOSITIONANFORMATION ON INGREDIENTS
Ingredients
Calcium Peroxide
Inorganic Nutrients
PHYSICAL DATA
Appearance -----------------------
Physical state_____________________,
Odor threshold,___________________
Bulk Density______________________
Solubility in Water --------------
pH------------------------------------
Decomposition Temperature.
4. HAZARDS IDENTIFICATION
Chemical Formula CAS No. Percentage
Ca02 1305-79-9 75%-85%
15%-25%
White & brown granules
Solid
_None
500-650g/L
Insoluble
III
Self -accelerating decomposition with oxygen release starting from 275
degrees Celsius
Emergency overview
Oxidizing agent, contact with other material may cause fire. Under fire conditions this material may
decompose and release oxygen that intensifies fire. This product contains <1 % non -respirable crystalline
silica. The NTP and OSHA have not classified non -respirable crystalline silica as carcinogenic. Long term
exposure to hazardous levels of respirable silica dusts can cause lung disease (silicosis). ORS does not
contain respirable crystalline silica.
Potential Health Effects:
0 General_________________________ Irritating to mucous membrane and eyes.

Provectus
ENVIRONMENTAL PRODUCTS"
MATERIAL SAFETY DATA SHEET: PROVECT-ORS Page: 2 of 5
• Inhalation_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Irritating to respiratory tract. Long term inhalation of elevated levels
may cause lung disease (silicosis).
• Eye contact May cause irritation to the eyes; Risks of serious or permanent eye
lesions.
• Skin contact__________________ May cause skin irritation.
• Ingestion Irritation of the mouth and throat with nausea and vomiting.
5. FIRST AID MEASURES
• Inhalation Remove affected person to fresh air. Seek medical attention if effects
persist.
• Eye contact___________________ Flush eyes with running water for at least 15 minutes with eyelids
held open. Seek specialist advice.
• Skin contact Wash affected skin with soap and mild detergent and large amounts of
water.
• Ingestion ----------------------- If the person is conscious and not convulsing, give 2-4 cupfuls of
water to dilute the chemical and seek medical attention immediately.
Do not induce vomiting.
6. FIRE FIGHTING MEASURE
Flash Point
• Not applicable
Flammability
• Not applicable
Ignition Temperature
• Not applicable
Danger of Explosion
• Non -explosive
Extinguishing Media
• Water
Fire Hazards
• Oxidizer. Storage vessels involved in a fire may vent gas or rupture due to internal pressure.
Damp material may decompose exothermically and ignite combustibles. Oxygen release due to
exothermic decomposition may support combustion. May ignite other combustible materials.
Avoid contact with incompatible materials such as heavy metals, reducing agents, acids, bases,

Provectus
ENVIRONMENTAL PRODUCTS}
MATERIAL SAFETY DATA SHEET: PROVECT-ORS Page: 3 of 5
combustible (wood, papers, cloths etc.) Thermal decomposition releases oxygen and heat.
Pressure bursts may occur due to gas evolution. Pressurization if confined when heated or
decomposing. Containers may burst violently.
Fire Fighting Measures
• Evacuate all non -essential personnel
• Wear protective clothing and self-contained breathing apparatus.
• Remain upwind of fire to avoid hazardous vapors and decomposition products.
• Use water spray to cool fire- exposed containers.
7. ACCIDENTAL RELEASE MEASURES
Spill Clean-up Procedure
• Oxidizer. Eliminate all sources of ignition. Evacuate unprotected personnel from equipment
recommendations found in Section 9. Never exceed any occupational exposure limit.
• Shovel or sweep material into plastic bags or vented containers for disposal. Do not return spilled
or contaminated material to inventory. Avoid making dust.
• Flush remaining area with water to remove trace residue and dispose of properly. Avoid direct
discharge to sewers and surface waters. Notify authorities if entry occurs.
• Do not touch or walk through spilled material. Keep away from combustibles (wood, paper, oils,
etc.). Do not return product to container because of risk of contamination.
8. HANDLING AND STORAGE
Storage
• Oxidizer. Store in a cool, well -ventilated area away from all source of ignition and out of direct
sunlight. Store in a dry location away from heat.
• Keep away from incompatible materials. Keep containers tightly closed. Do not store in
unlabeled or mislabeled containers.
• Protect from moisture. Do not store near combustible materials. Keep containers well sealed.
Ensure pressure relief and adequate ventilation.
• Store separately from organics and reducing materials. Avoid contamination that may lead to
decomposition.
Handling
• Avoid contact with eyes, skin, and clothing. Use with adequate ventilation.
• Do not swallow. Avoid breathing vapors, mists, or dust. Do not eat, drink, or smoke in work
area.
• Prevent contact with combustible or organic materials.
• Label containers and keep them tightly closed when not in use.
• Wash thoroughly after handling.

provectus
ENVIRONMENTAL PRODUCTS'
MATERIAL SAFETY DATA SHEET: PROVECT-ORS Page: 4 of 5
9. EXPOSURE CONTROLS/PERSONAL PROTECTION
Engineering Controls
• General room ventilation is required. Local exhaust ventilation, process enclosures or other
engineers controls may be needed to maintain airborne levels below recommended exposure limits.
Avoid creating dust or mist. Maintain adequate ventilation. Do not use in closed or confined
spaces. Keep levels below exposure limits. To determine exposure limits, monitoring should be
performed regularly.
Respiratory Protection
• For many condition, no respiratory protection may be needed; however, in dusty or unknown
atmospheres or when exposures exceed limit values, wear a NIOSH approved respirator.
Eye/Face Protection
• Wear chemical safety goggles and a full face shield while handling this product.
Skin Protection
• Prevent contact with this product. Wear gloves and protective clothing depending on condition of
use. Protective gloves: Chemical -resistant (Recommended materials: PVC, neoprene or rubber)
Other Protective Equipment
• Eye -wash station
• Safety shower
• Impervious clothing
• Rubber boots
General Hygiene Considerations
• Wash with soap and water before meal times and at the end of each work shift. Good
manufacturing practices require gross amounts of any chemical removed from skin as soon as
practical, especially before eating or smoking.
10. STABILITY AND REACTIVITY
Stability
Stable under normal conditions
Condition to Avoid
• Water
• Acids
• Bases
• Salts of heavy metals
• Reducing agents
• Organic materials
• Flammable substances
Hazardous Decomposition Products
0 Oxygen which supports combustion

Provectus
ENVIRONMENTAL PRODUCTS}
MATERIAL SAFETY DATA SHEET: PROVECT-ORS Page: 5 of 5
11. TOXICOLOGICAL INFORMATION
• LD50 Oral: Min.2000 mg/kg, rat
• LD50 Dermal: Min. 2000mg/kg, rat
• LD50 Inhalation: Min. 4580 mg/kg, rat
12. ECOLOGICAL INFORMATION
Ecotoxicological Information
• Hazards for the environment is limited due to the product properties of no bioaccumulation, weak
solubility and precipitation in aquatic environment.
Chemical Fate Information
• As indicated by chemical properties oxygen is released into the environment.
13. DISPOSAL CONSIDERATIONS
Waste Treatment
• Dispose of in an approved waste facility operated by an authorized contractor in compliance with
local regulations.
Package Treatment
• The empty and clean containers are to be recycled or disposed of in conformity with local
regulations.
14. TRANSPORT INFORMATION
• Proper Shipping Name: EHC-O
• Hazard Class: 5.1
• Labels: 5.1 (Oxidizer)
• Packing Group: II
15. REGULATORY INFORMATION
• SARA Section ------------------------------------------
Yes
• SARA (313) Chemicals
No
• EPA TSCA Inventory --------------------------------
Appears
• Canadian WHMIS Classification
C, D2B
• Canadian DSL..........................................
Appears
• EINECS Inventory
Appears

Notice of Intent to Construct or Operate Injection Wells
Former Padgett's Exxon, Wilmington, North Carolina
APPENDIX B
MONITORING WELL CONSTRUCTION DETAILS
NwATC
WRONMEN1AL • OEUMMICAL

WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
WELL CONTRACtOR(MIVIDUAL)NAME (print) DANNY SUMMERS CERTIFICATION#2579
WELL CONTRACTORCOMPAxy NAM GEOLOGIC EXPLORATION, INC. PHONE # [phone]
STATE WELL CONSTRUCTION PERMIT# ASSOCIATED WQ PERMIT#
(if applicable) (if applicable)
WELL USE (Check Applicable Box): Residential ❑ Municipal/Public ❑ Industrial ❑ Agricultural ❑
Monitoring 10 Recovery ❑ Heat Pump Water Injection ❑ Other IJ If Other, List Use
2. WELL LOCATION:
Nearest Town: WILMINGTON County NEW HANOVER
2325 MARKET STREET
(Street Name, Numbers, Comnwniry, Subdivision, Lot No., Zip Code)
3. OWNER WORSLEY COMPANIES _
Address P.O. BOX 3227 _
(Street or Route No.)
WILMINGTON NC 28406
City or Town State Zip Code
C_J-
Area coda Phone munber
4. DATE DRILLED 09/07-09/08/05
5. TOTAL DEPTH: 35.0 FEET _
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 10
7. STATIC WATER LEVEL Below Top of Casing:11.0 _FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS 0.0 FT. Above Land Surface;
*Top of casing termluated atlor below toed surface requires a
varianee In accordsuce with 15A NCAC 2C .0118.
9. YIELD (gpm): N/A METHOD OF TEST N/A
10. WATER ZONES (depth): N/A
1 L DISINFECTION: Type N/A
Amount
12. CASING:
Wall Thickness
Depth
Diameter
or Weight(Ft Material
From 0.0
To30.0
Ft 2 INCH
SCH 40 PVC
From
To
Ft
From
To
Ft
13. GROUT:
Depth
Material
Method
From 0.0
To26.0
Ft Portland Bentonite Slurry
From
To
Ft
14. SCREEN:
Depth
Diameter
Slot Size Material
From 30.0
To 35.0
Ft2.0 in.
.010 in. PVC
From
To
Ft in.
in.
15. SAND/GRAVEL PACK:
Depth
Size
Material
From 28.0
To 35.0
Ft. 20-40
FINE SILICA SAND
From
To
FL
16. REMARKS: D-1 BENTONITE SEAL FROM 26.0 TO 28.0 FEET
Topographic/Land setting
❑Ridge ❑Slope ❑Valley ❑Flat
(check appropriate box)
Latitude/longitude of well location
(derces/mimrtcs/seooads)
Latitudeflongitude source:OGPSOTopographic mar
(check box)
DEPTH DRILLING LOG
From To Formation Description
0.0 8.0 BROWN CLAY__
8.0 35.0 BROWN SANDY CLAY
LOCATION SKETCH
Show direction and distance in miles from at least
two State Roads or County Roads. Include the road
numbers and common road names.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AT7T A COPxOF THIS f ECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE OF PERSON CONSTRUCTLNG THE WELL DATE
Submit the original to the Division of Water Quality, Attn: Information My anagement, 1617 Mail SerNicz Center -
Raleigh, NC 27699-1617, Phone No. [phone], within 30 days.

u,.
1. WELL CONTRACTOR:
MARK GETTYS
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2345
'Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 )- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) D-3
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 07/01/08
TIME COMPLETED AM O PM ❑
3. WELL LOCATION:
CITY: WILMINGTON
2325 MARKET STREET
COUNTY NEW HANOVER
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope []Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE 3 May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: pGPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY PADGETTS EXXON
STREET ADDRESS 2325 MARKET STREET
WILMINGTON NC
City or Town State
Zip Code
CONTACT PERSON SPRINGER-EUBANK
MAILING ADDRESS 123 SHIPYARD BLVD
WILMINGTON NC
28412
City or Town State
Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 32.5
b. DOES WELL REPLACE EXISTING WELL?
YES ❑ NO EJ
c. WATER LEVEL Below Top of Casing: 10.0
FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT, Above Land Surface`
`Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter Weiqht Material
From 0.0 To 32.5 Ft, 2 INCH SCH4o PVC
From 0•0 To 25.0 Ft. 6 INCH SCH 4o PVC
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 24.1C) Ft. Portland bentonite SLURRY
From TO Tom Ft. Portland bentonite SLURRY
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 27.5 To 32.5 Ft.2.0 in. 010 in. PVC
From To Ft. in. in.
From Tc Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 26.0 To 32.5 Ft, 2040 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 10.0 GRAY SAND
10.0 20.0 TAN SAND
20.0 30.0 LIGHT GRAY SAND
30.0 32.5 LIMESTONE
11. REMARKS:
Bentonite seal from 24.0 to 26.0 Feet,
n4m:NEZ
HIS WELL WAS CDNSTRUCTED IN ACCORDANCE WITH
CTSTAND DS, AND THAT A COPY OF THISTHE WELL R.�/07/OSIED WELL CONTRACTOR DATE
MARK GETTYS
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2345
1. WELL CONTRACTOR:
MARK GETTYS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 Y 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) DA
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 91 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 07/01/08
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: WILMINGTON
2325 MARKET STREET
COUNTY NEW HANOVER
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(bcation of we# must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY PADGETTS EXXON
STREET ADDRESS 2325 MARKET STREET
WILMINGTON NC
City or Town State Zip Code
CONTACT PERSON SPRINGER-EUBANK
MAILING ADDRESS 123 SHIPYARD BLVD
WILMINGTON NC 28412
City or Town State Zip Code
U-
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 36.0
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 10.0 T.
(Use `+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface"
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From
To
From
To
From
To
From
To
From
To
From
To
6. CASING:
Thickness/
Depth
Diameter
SC, h
at lal
Material
From 0.0
To 31.0
Ft. 2 INCH
PVC
From 0.0
To 28•0
Ft. 6 INCH
SCH 40
PVC
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 0.0
To 27'0
Ft Portland bentonite
SLURRY
From 0.0
-
TomFt. Portland bentonitebentonite
SLURRY
From
To
Ft.
8. SCREEN:
Depth
Diameter Slot Size Material
From 31.0
To 36.0
FL2.0 in. .010 in. PVC
From
To
Ft. in. in.
From
To
Ft. in. in.
9. SAND/GRAVEL PACK:
Depth
Size Material
From 29.0
To 36.0
Ft, 20-40 Fine Silica Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To
Formation Description
0.0 5.0
GRAY SANDY CLAY
5.0 6.0
COBBLE LAYER
6.0 12.0
TAN SAND
12.0 28.0
LIGHT GRAY SAND
28.0 31.0
LIMESTONE
31.0 35.0
GRAY SAND
35.0 36.0
LIMESTONE
11. REMARKS:
Bentonite seal from 27.0 to 29.0 Feet.
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15 �WELLCU TIRNSTANDA"THOPYF THIS
DWELL 7/08
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
MARK GETTYS
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-ib
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

Notice of Intent to Construct or Operate Injection Wells
Former Padgett's Exxon, Wilmington, North Carolina
APPENDIX C
ACCESS AGREEMENT FROM SITE PROPERTY OWNER
NwATC
WRONMEN1AL • OEUMMICAL

Ell VIROIII MENTAL• GEDTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING
July 20, 2020
W M Josephine Eubanks
P.O. Box 4014
Wilmington, North Carolina 28406
Re: Environmental Assessment and Remediation
Former Padgett's Exxon
2325 Market Street
Wilmington, North Carolina
NCDEQ Incident No. 32248
Dear Mr. and Mrs. Eubanks:
2725 East Millbrook Road
Suite 121
Raleigh, NC 27604
Tel: 91I M71-0999
Fax: [phone]
www.atcgroupservices.com
N.C. Engineering License No. C-1598
ATC Associates of North Carolina, P.C. (ATC) is conducting environmental assessment and remediation
activities at the above -referenced location on behalf of Springer -Eubank Oil Company. Assessment and
remediation activities will include monitoring well sampling, injection of remedial compounds into the
groundwater, and other on -site activities as required by the North Carolina Department of Environmental
Quality (NCDEQ). In order to conduct the assessment and remediation activities, ATC is requesting access
to your property (2325 Market Street/Parcel 312707.79,4587).
You, as the property owner, will not be held responsible or held liable for any damages or expenses for
injury to persons or property while ATC or ATC's subcontractors are on Lite premises. Acknowledgment
of this form is required by NCDEQ; therefore, please sign below and return this page in the enclosed
envelope by August 3, 2020.
If you have any questions or would like to further discuss any aspect of this site access request, please
contact Gabriel Araos at 919-871-0999 (office) or 919-816-7915 (cell).
Sincerely,
ATC Associates of North Carolina, P.C.
Gabriel Araos
Senior Project Manager
cc: Ms. Greta Stanley, Sprin r-Eubank Oil Company
Access approved
11
Access denied
Phone number
(If you wish to be notified prior to field activities)