WI0300154_Regional Office Historical File Pre 2018

No Caro
Beverir Eaves
Governor
NCDENR
fleet o.EnvlrQnmem
Division of later Quality
Coieen H. Suii ns
Dire�:.t'r`
December 29, 2010
Steven .DeGeorge
c/o Robinson, Bradshaw, and Hinson
101 North Tryon Street, Suite 1900
Charlotte, NC 28246
Ref: Issuance of lnjectio t Per03i10154
Fonder Terrell Sh.efl.
Terrell, Catawba, North Carolina
Dear Mr, DeGeorge:
d Natural Resourc
In accordance with the application received on September 1, 2010, we are forwarding permit nuxnher W10300154. This
permit is to operate an in situ Submerged Oxygen Curtain to remediate groundwater contaminated with hydrocarbon
related compounds at the facility referenced above. This permit. shall be effective from the date of issuance until
November. 3.0, 2015, and shall be subject to the conditions and limitations stated therein, including the requirement to
submit. a final project evaluation as stated in 'PART VII ='MONITORING T) REPORTING REQUIREMENTS,
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 tof 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. 1.20 days prior to its expiration date. Please contact me at [phone] or [e-mail] if you
have any questions about your permit,
John McCray
Environmental Specialist
cc; Andrew Pitner, Mooresville Region l Office
Matthew Tendam, PE, Groundwater Managenienm Associate's, Inc.
Brad Newton, Mooresville Regional Office„ DWM, UST Section
W103001.54 Permit File
A.01,„aFER PROTECTFON..A. ''[ '
Location_ t i wti r wat aal tiri It Raeraa Noah S tea
Internet: wm.ncwalergilahTy'."?rc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
- RALEIGH, NORTH CAROLINA
PERMIT FOR THE CONSTRUCTION AND OPERATION OF A WELL FOR INJECTION
In accordance with the provisions of Article 7, Chapter 87; Article 21, Chapter 143, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Acme of South Carolina
FOR THE OPERATION OF 5 TYPE 5I INJECTION WELLS, defined in Title 15A North Carolina
Administrative Code 2C .0209(e)(3)(C), to operate an in situ Submerged Oxygen Curtain (iSOC) for
the enhancement aerobic degradation of hydrocarbon contaminants. These injection wells will be
located at site of the former Terrell Shell, 7995 NC Highway 150,•Terrell, Catawba County, North
Carolina, and will be operated in accordance with the application submitted September 1, 2010, and
in conformity with the specifications and supporting data submitted, all of which are filed with the
Department of Environment and Natural Resources and are considered a part of this permit.
This permit is for Construction and Operation only, and does not waive any provisions of the Water
Use Act or any other applicable Laws, Rules, or Regulations. Operation and use of an injection well
shall be in compliance with Title 15A North Carolina Administrative Code 2C .0100 and .0200, and
any other Laws, Rules, and Regulations pertaining to well construction and use.
This permit shall be effective, unless revoked, from the date of its issuance until November 30, 2015,
and shall be subject to the specified conditions and limitations set forth in Parts I through X hereof.
Permit issued this the 30th day of December, 2010.
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission.
Permit No. WI0300154 PAGE 1 OF 6
ver. Oct? 010 AP/UIC-6

PART I - '4 r:ELL CONSTRUCTION GENERAL CONDITIONS
The Permittee must comply with all conditions of this permit and with the standards and criteria
specified in Criteria and Standards Applicable to Injection Wells (15A NCAC 2C .0200). Any
noncompliance with conditions of this permit constitutes a violation of the North Carolina Well
Construction Act and is grounds for enforcement action as provided for in N.C.G.S. 87-94.
This permit shall become voidable unless the facility is constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
This permit is valid only for construction of the number of injection wells described in the
application and other supporting data. Construction of additional injection wells must be
approved in advance by the Aquifer Protection Section.
4, Each injection well shall not hydraulically conne
5. Each injection well shall be constructed in such a
migrate into the gravel pack orwell screen.
eparate aquifers,
ner that water from land surface cannot
6. Each injection well shall be secured to reasonably insure against unauthorized access and use.
Each well shall be permanently labeled with a wanting that it is for injection purposes and the
entrance to each well must be secured with a locking cap.
7. Each injection well shall be afforded reasonable protection against damage during construction
and use.
Each injection well shall have permanently affixed an identification plate.
9. Within 30 days of completion of well construction, a completed Well Construction Record
(Form GW-1) must be submitted for each injection well to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
PART II - WELL CONSTRUCTION SPECIAL CONDITIONS
At least forty-eight (48) hours prior to constructing each injection well, the Permittee shall notify the
Aquifer Protection. Section -Underground Injection Control (t.1IC) Central Office staff: telephone
number [phone] and the Mooresville Regional Office Aquifer Protection Section Staff.
telephone number [phone].
Permit No. 1W IVOI:',1 5- PAGE , OF
ver, Oct.2010

TART III - OPERATION AND USE GENERAL CONDITIONS
1. This permit is effective only with respect to the nature, volume of materials, rate of injection, and
number of injection wells as described in the application and other supporting data.
2. This permit is not transferable without prior notice to, and approval by, the Director of the
Division of Water Quality (Director). In the event there is a desire for the facility to change
ownership, or there is a name change of the Permittee, a formal permit amendment request must
be submitted to the Director, including any supporting materials as maybe appropriate, at least
30 days prior to the date of the change.
3. The issuance of this permit shall not relieve the Permittee of the responsibility of complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by other local, state,
and federal agencies which have jurisdiction. Furthermore, the issuance of this permit does not
imply that all regulatory requirements have been met.
PART IV - PERFORMANCE STANDARDS
1. The injection facility shall be effectively maintained and operated at all times so that there is no
contamination of groundwater which will render it unsatisfactory for normal use. In the event
that the facility fails to perform satisfactorily, including the creation of nuisance conditions or
failure of the injection zone to adequately assimilate the injected fluid, the Permittee shall take
immediate corrective actions including those actions that may be required by the Division of
Water Quality such as the repair, modification, or,abandonment of the injection facility.
The Permittee shall be required to comply with the terms and conditions of this permit even if
compliance requires a reduction or elimination of the permitted activity.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or groundwater resulting from the operation of this facility.
PART V - OPERATION AND MAINTENANCE REQUIREMENTS
1. The injection facility shall be properly maintained and operated at all times.
2. The Permittee must notify the Division and receive prior written approval from the Director of
any planned alterations or additions in the permitted facility or activity not specifically
authorized by the permit.
3. At Ieast forty-eight (48) hours prior to the initiation of the operation of the facility for injection,
the Permittee must notify by telephone the Aquifer Protection Section-UIC, Central Office staff,
telephone number (91'9) 715-6168. Notification is required so that Division staff can inspect or
otherwise review the injection facility and determine if it is in compliance with permit
conditions.
Permit No. WI0300154 PAGE 3 OF 6
ver. Oct.2010 APIUIC-6

'PART VI - INSPECTIONS
• Any duly authorized officer, employee, or representative of the Division of Water Quality may,
upon presentation of credentials„ enter and inspect any property, premises, or place on or related.
to the injection facility at any reasonable time for the purpose of determining compliance with
this permit, may inspect or copy any records that must he maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or injection
fluids.
2. Department representatives shall have reasonable access for purposes of inspection, observation,
and sampling associated with injection and any related facilities as provided for in N.C.G.S. 87-
90.
. Provisions shall be made for collecting any necessary and appropriate samples associated with
the injection facility activities.
PART 'VII - MONITORING AND REPORTING REQUIREMENTS
The proposed monitoring plan included in the application shall be followed. All sample results
Shall be submitted to th.e Aquifer Protection Section's Mooresville Regional Office and the
Raleigh Central Office. Any monitoring (including groundwater, surface water, or soil sampling)
deemed necessary by the Division of Water Quality to ensure surface and ground water
protection, will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall submit
injection.
Injection Event Record within 30 days of completing each
3. The Permittee shall produce a final project evaluation within 9 months after completing all
injection -related activity associated with this permit or produce a project interim. evaluation.
before submitting a renewal application for this permit. This document shall assess the injection
projects findings in a written summary. The final project evaluation shall also contain
monitoring well sampling data, contaminant plume maps and potentiometric surface maps.
4. The monitoring results and the final project evaluation shall be submitted to:
and to:
Aquifer Protection Section-UIC .Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section
DENR-DWQ Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Permit No.. WI03,:.6 54 PAGE 4 OF 6
yen. Oct,2010 APILI1C-6

.5. The Permittee shall report by telephone, within 48 hours of the occurrence or first knowledge of
the occurrence, to the Mooresville Regional Office, telephone number [phone], any of the
following:
(A) Any occurrence at the inj ection facility which results in any unusual operating
circumstances;
(B) Any failure due to known or unknown reasons, that renders the facility incapable of
proper injection operations, such as mechanical or electrical failures.
6. Where the Permittee becomes aware of an omission of any relevant facts in a permit application,
or of any incorrect information submitted in said application or in any report to the Director, the
relevant and correct facts or information shall be promptly submitted to the Director by the
P ermittee.
7. In the event that the permitted facility fails to perform satisfactorily, the Permittee shall take such
immediate action as may be required by the Director.
PART VIII - PERMIT RENEWAL
In order to continue uninterrupted legal use of the injection facility for the stated purpose, the
Permittee must submit an application to renew the permit 120 days prior to its expiration date.
PART IX - CHANGE OF WELL STATUS
1. The Permittee shall provide written notification within 15 days of any change of status of an
injection well. Such a change would include the discontinued use of a well for injection. If a
well is taken completely out of service temporarily, the Permittee must install a sanitary seal. If a
well is not to be used for any purpose that well must be permanently abandoned according to
15A NCAC 2C .0214, Well Construction Standards.
When operations have ceased at the facility and a well will no longer be used for any purpose,
the Permittee shall abandon that injection well in accordance with the procedures specified in
15A NCAC 2C .0214, including but not limited to the following:
(A) All casing and screen materials may be removed prior to initiation of abandonment
procedures if such removal will not cause or contribute to contamination of the
groundwaters.
(B) The entire depth of each well shall be sounded before it is sealed to insure freedom from
obstructions that may interfere with sealing operations.
(C) The well shall be thoroughly disinfected, prior to sealing, if the Director determines that
failure to do so could lead to the contamination of an underground source of drinking
water.
Permit No. WI0300154 PAGE 5 OF 6
per. Oct.2010 AP/UIC-6

(D) Drilled wells shall be completely filled with cement grout or bentonite grout, which shall
be introduced into the well through a pipe which extends to the bottom of the well and is
raised as the well is filled.
(E) In the case of gravel -packed .wells in which the casing and screens have not been
removed,.neatcement, or bentonite grout shall be injected into the well completely filling
it from the bottom of the casing to the tap.
(F, In those cases when, as a result of the injection operations, a subsurface cavity has been
created, each well shall be abandoned in such a manner that will prevent the movement
of fluids into or between underground sources of drinking water and in accordance with
the terms and conditions of the permit.
(G) The Permittee shall submit a Well Abandonment Record (Form GW-30) as specified in
I 5A NCAC 2C .0213(h)(1) within 30 days of completion of abandonment.
, . The written documentation required in Part IX (I ) and (2) (G) shall be submitted to:
Aquifer Protection Section-UIC Program
DENR-Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636.
PART X — WORKER PRECAUTIONS DURING APPLICATION
Some effects reported to be associated with the productproposed to be used are as follows:
irritation to the eyes, nose, and throat; can cause dizziness, nausea, pulmonary imitation leading
to pulmonary edema, and pneumonitis. Intense and potentially fatal pulmonary edema may
develop tracheal irritation, fever, nausea, vomiting, acute bronchitis, sinusitis, malaise,
paresthesias and conjunctivitis.
The application process should be reviewed by an industrial hygienist o ensure that the most.
appropriate personal protective equipment is used.
Eating, drinking, smoking, handling contact lenses, and applying cosmetics should not be
permitted in the application area during or immediately' .following, application.
4. Site access should be limited to worker's involved in the injection of the solution. Safety
controls should be in place to ensure that the check valve and the pressure delivery systems are
working properly.
5. It is imperative that the Material Safety Data Sheets be followed to prevent incompatible or
adverse reactions and injuries.
Permit No, W.107-ir,'!,';-;
ver. Ocr.201 0 APMTIC-6
PAGE 6 OF 6

2205 A Candun Drive
Apex, North Carolina 27523
Telephone: [phone]
Fax: [phone]
Groundwater Management Associates, inc.
November 3, 2010
Mr. Andrew Pitner, PG
NCDENR DWQ Mooresville Regional Office
610 East Center Drive Suite 301
Mooresville, North Carolina 28115
—
1'013,0
pro-0 tt.tihritt
Re: Response to Notice of Violation
Former Terrell Shell, Terrell, Catawba County
7955 North Carolina Highway 150, Terrell, Catawba County
Groundwater Incident #15677 Risk -Rank: High H395D
Dear Mr. Pitner:
On behalf of Acme of South Carolina (Acme), Groundwater Management Associates, Inc. (GMA)
is submitting this response to the Notice of Violation (NOV) issued to Acme on October 6, 2010.
During a routine Division of Water Quality (DWQ) site inspection, the conditions of several
monitoring wells (MWs) were noted as not being compliant with the well construction standards
outlined in 15A NCAC 2C (NC 2C Rules). Four violations were noted during the site inspection.
Since the date of the NOV, the issues outlined in the letter have been addressed.
A summary of the actions taken to date, in response to each Violation, is included below. An
inspection of the MW conditions was performed on October 12, 2010, to assess the needed
repairs. The MW repairs were completed by a NC Certified Well Contractor (NC CWC) between
October 21 and 22, 2010. Photographs of monitoring well conditions post -repair are included
as Attachment I.
Violation 1: Failure to grout well casing, for a non water supply well, as required, in
rule 15A NCAC 2C .0108(0.
Corrective Action 1: During the site inspection, it was noted that five monitoring wells were in
need of additional grout: MW1R, MW4R, MW9R, MW10 and MW1D. Additional grout and
bentonite were added to the annulus around the MWs to within approximately 6 to 8 inches of
the existing grade.
Violation 2 Failure to maintain a well in a condition whereby the well will not serve as
a source or channel of contamination or pollution to the water supply of the aquifer as required
by rule 15A NCAC 2C, 0112(a).
Corrective Action 2: During the site inspection on October 12, 2010, it was noted that nearly
every well needed some combination of a new locking plug, a gasket around the manhole, one
or more new bolts, and well tags. During the repair visit, all MWs were equipped with new
locking expandable plugs. The manhole covers were retrofitted with new rubber gaskets to
The Groundwater Experts

Mr. Andrew Pitner
11/3/2010
Page2of3
minimize surface water infiltration. Additionally, the bolt holes were rethreaded as they had
been stripped over the years and new bolts were installed on the covers. Finally, new well tags
were created for each monitoring well and are maintained in the manhole cover.
In 2001 and 2002, several replacement MWs (MW1R, MW2R, MW3R, MW4R, MWSR, MW8R,
MWSR, and MW-REC1R) were installed due to a consistently declining water table. At that
time, the old MWs were not abandoned in case, in the future, the water table rebounded to
pre-2002 levels. However, since that time the water table has not rebounded to pre-2002
levels. During the assessment of the MW conditions, GMA attempted to gauge the depth to
water and total depth of several of the older MWs. Two of the manhole covers of the older
MWs (MW7 and MW9) are stuck under asphalt or grass and could not be opened. Monitoring
well MW5 could be not located. During gauging of MW1, MW2 and MW3, an obstruction was
encountered in all three MWs below the recorded total depth. It is not know what the
obstruction is but appears to render these MWs no longer usable. No well construction or
abandonment records are available for these MWs. It is recommended to abandon MW1, MW2,
and MW3 as outlined below.
A New Technology Cleanup Plan (NTCP) was submitted for the site on June 17, 2010, which
recommended installation of the In -situ Oxygen Curtain (iSOC) system into several of the onsite
air sparge (AS) wells. The installation of the iSOC and required tubing will require wellhead
modifications and cutting the asphalt near several AS wells. It is proposed that during the iSOC
construction, MW1, MW2 and MW3 should be properly abandoned by a NC CWC. The condition
of the currently inaccessible MWs (MW7 and MW9) will also be assessed during the construction
efforts. Since asphalt cutting equipment will already be on -site, it will reduce time and cost to
repair these MWs.
Also, reimbursement from the State Trust Fund (STF) will be sought for the costs to abandon
the old MWs. A Pre Approval request for STF funds to perform these tasks will be made
concurrent with the Pre Approval request for ISOC installation costs. It is anticipated that the
iSOC installation will occur in the next few months. Once the MWs are properly abandoned, the
well abandonment records will be submitted to DWQ. If it is decided to keep any of the older
MWs, they will be repaired to be compliant with the well construction standards outlined in the
NC 2C Rules. Documentation of any MW repairs will be submitted to DWQ once complete.
Violation 3: Construction ofa well without a permit from the Department, as
required, by rule 15A NCAC 2C. 0105.
Corrective Action 3: A permit to construct a monitoring well was obtained prior to the
installation of MW12 on the west -adjacent property. Monitoring well MW12 was installed under
Permit Number MW0300509 issued April 8, 2009. At that time, it was anticipated that
additional monitoring wells would be necessary to delineate the hydrocarbon plume to the
west. However, the additional MWs were inadvertently left off the original permit application.
A Request for an Addendum to Permit Number MW0300509 was submitted to the DWQ on
October 13, 2010. As of the date of this letter, an approval of this addendum has not been
received.

Mr. Andrew Pitner
11/3/2010
Page 3 of 3
Violation 4; Failure to ensure that the top of the well casing is terminated at a height
at least 12 (twelve) inches above land surface, as specified in rule 15A NCAC 2C. 0107(0(5).
The water supply well (WW01) is located in a non -permitted, below grade vault that is
approximately 5 feet from the building foundation
Corrective Action4; The current property owner, Mr. Carol Lineberger installed, and is the
owner of water supply well, WW01. This well consistently shows dissolved concentrations of
several hydrocarbon constituents above the groundwater standards outlined in 15A NCAC
2L.0202 (NC 2L standards). In 2003, Acme paid for the installation of a replacement well,
WW01B located approximately 190 feet southeast in the RV Sales Center parking lot.
According to Mr. Lineberger (10/22/10 conversation with GMA field technician), the site is now
provided water by WW01B. Acme does not have responsibility for the construction, operation
or future abandonment of WW01. Any future inquiries as to the status of WW01 should be
directed to Mr. Lineberger. These issues were discussed between Mr. Matthew Tendam, PE of
GMA and yourself in a telephone conversation on October 22, 2010.
Should you have any questions or require additional information regarding this letter, please do
not hesitate to contact me at 919.363.6310
Sincerely,
GMA
Matthew J. Tendam, P.E.
Project Engineer
Enclosures: Attachment I
cc: Mr. Steven DeGeorge, Robinson Bradshaw and Hinson, PA
Mr, Brad Newton NCDENR -MRO
Mr. Carol Lineberger, Property Owner
Mr. Mike Cash, Catawba County Environmental Health

Attachment I: Monitoring Well Repair Photographs
Former Terrell Shell
7955 North Carolina Highway 150
Terrell, Catawba County, North Carolina
GMA Project Number: 16217
Photograph 1
October 21-22, 2010: Repairs to MW D
Photograph 2
October 21-22, 2010: Repairs to MW2R

Attachment I: Monitoring Well Repair Photographs
Former Terrell Shell
7955 North Carolina Highway 150
Terrell, Catawba County, North Carolina
GMA Project Number: 16217
Photograph 3
. October 21-22, 2010: Repairs to MW2D
Photograph 4
October 21-22, 2010: Repairs to MW2R

Attachment is Monitoring Well Repair Photographs
Former Terrell Shell
7955 North Carolina Highway 150
Terrell, Catawba County, North Carolina
GMA Project Number: 16217
Photograph 5
October 21-22, 2010: Repairs to MW4
Photograph 6
October 21-22, 2010; Repairs to MW4R

Attachment I: Monitoring Well Repair Photographs
Former Terrell Shell
7955 North Carolina Highway 150
Terrell, Catawba County, North Carolina
GMA Project Number: 16217
Photograph 7
October 21-22, 2010; Repairs to MW6
Photograph 8
October 21-22, 2010; Repairs to

Attachment I: Monitoring Well Repair Photographs
Former Terrell Shell
7955 North Carolina Highway 150
Terrell, Catawba County, North Carolina
GMA Project Number: 16217
Photograph 9
October 21-22, 2010; Repairs to MW9R
Photograph 10
October 21-22, 2010; Repairs to MW1O

Attachment is Monitoring Well Repair Photographs
Former Terrell Shell
7955 North Carolina Highway 150
Terrell, Catawba County, North Carolina
GMA Project Number: 16217
Photograph 11
October 21-22, 2010; Repairs to MW11

2205 A Candun Drive
Apex, North Carolina 27523
Telephone: [phone]
Fax: [phone]
Groundwater Management Associates,Inc
.C;
October 18, 2010
Mr. Andrew Pitner, PG
NCDENR/DWM/Mooresville
610 East Center Drive Suite 301
Mooresville, North Carolina 28115
eJA
Re: Addendum to Permit to Construct Monitoring Well System, Permit Number MW0300509
Former Terrell Shell, Terrell, Catawba County
Groundwater Incident #15677 Risk -Rank: High H395D
Dear Mr, Pitner:
On behalf of Acme of South Carolina, Groundwater Management Associates (GMA) is submitting
this Addendum to Permit to Construct a Monitoring Well System MW0300509 issued April 8,
2009. This application is being submitted to comply with NCDENR regulations and in response
to the Notice of Violation dated October 6, 2010. It is requested that this Permit Addendum
cover the installation of monitoring wells MW12D, MW13, MW14, MW15 and MW16 located on
the west adjacent property. Monitoring wells MW12D, MW13 through 15 were installed on
September 24, 2009 and monitoring well was installed on monitoring well MW16 was installed
on February 9, 2010. Based on the groundwater analytical results, no additional wells will be
necessary to delineate the vertical and horizontal extent of the groundwater plume emanating
from the site. Copies of well construction records for all of these wells are attached. A figure
showing the approximate locations of these monitoring wells is also attached.
The monitoring wells were installed within the North Carolina Department of Transportation
(NCDOT) Right -of -Way along Sherrill's Ford Road and on the property. A copy of the approved
NCDOT Encroachment Agreement and the Property Access agreement were attached to the
original permit application.
Should you have any questions or require additional information please do not hesitate to
contact me at 919.363.6310
Sincerely,
GMA
atthew 3. Tendam, P.E.
Project Engineer
Enclosures
cc: Steve DeGeorge
e Groundwater Experts

• SITE
SITE LOCATION
1000 0 1000 2000 Feet
LAKE NORMAN NORTH QUADRANGLE
NORTH CAROLINA - CATAWBA COUNTY
7.5 MINUTE SERIES (TOPOGRAPHIC)
CONTOUR INTERVAL=10 FEET
MAP DATED 1993
ACME
TERRELL, CATAWBA COUNTY, NC
GROUNDWATER MANAGEMENT ASSOCIATES, INC.
2205 CANDUN DRIVE, SUITE A
APEX, NORTH CAROLINA 27523
FIGURE '1
DATE 10/21/2008
PROJECT 16217

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• SOIL SAMPLE LOCATION
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SITE MAP
Date: 06/08/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 2

NON_RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
S j -' I` Ch) ' a A-i r Z
Well Contractor (Individual) Name
..5'n o�3Ce6
Well Contractor Company Name
STREET ADDRESS ?O'st y11=P1i WW2' y) r` 1
P'% 0116:- j c `i7c-7
City or Town State Zip Code
( SSi) C) )- r'(j —(>3s
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(it applicable)
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 0 Municipal/Public 0
Industrial/Commercial D Agricultural 0 Recovery 0 Injection 0
Irrigation Other D (list use)
DATE DRILLED
TIME COMPLETED
3. WELL LOCATION:
CITY: T I2 An L
Cl1} 0
/�i-
1 IS9 }So (P "1,04r+Irc_5'
(Street Name. N bus. Community, Subdivision, Lot
TOPOGRAPHIC / LAND ING:
❑Slope ❑Valley Per& ❑Ridge 0 Other
(check appropriate box)
LATITUDE 3
LONGITUDE
Latitude/longitude source:
AM ❑ PM
COUNTY
'b a4 "10
No., Parcel, Zip Cade)
May be in degrees,
minutes, seconds or
in a decimal' formai
❑CPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILJTY- is the name of the business where the well Is located.
FACILITY ID #(if applicable)
NAME OF FACILITY ?r%-1""e Li' C ( (
STREET ADDRESS /) is ('--'.i r /Sd -CH/7-Arzfuv
3',J AA tcC C N�
City or Town State Zip Code
CONTACT PERSON H41luCF•loi4TS
MAILING ADDRESS r i►'t. Pr
9-7Sf /
Zip Code
Ci4A C
City or Towr( State
( 9I 1 1 )- c16-1 "" 2 e
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH:
r
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING 1S r ' - FT. Above Land Surface'
'Top of casing Terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm):
METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter Wei ht Material
From 0•0 To fcS Ft. rJ- SC tt(O J.t v�
From To Ft.
From To Ft.
7. GROUT: t Depth I Material Method
From_ l
1 To Id 1 Ft. c nit 4.cO l y y,, 4 t ^r'
From To Ft.
From To Ft.
8. SCREEN: Depth 1 Diameter
I .k
From / G To // i Ft. ,9- in.
From To Ft. in.
From To Ft. in.
9. SAND/GRAVEL PACK:
Depth r 1 Size Material
From fa To 1 / 4 Ft. . A
From To Ft.
From To Ft.
Material
In.
in.
10. DRILLING LOG
From To
11. REMARKS:
Slot Size
f'l�In.
Formation Description
I D0 HEREBY CERT1FY THAT
15A NCAC 2C, WELL ONS
RECORD HAS BEElJ'RO
WELL WAS CONSTRUCTED IN ACCORDANCE WITH
T10N STANDARDS, AND THAT A COPY OF THIS
TO THE WELL OWN
SIGNATURE OF CERTIFIED W CCONTRACTOR DATE
j' =( OA/ 1.- a. j7Z—
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617 Mai{ Service Center —Raleigh, NC 27699-1617 Phone No. [phone] ext 568.
Form GW-lb
Rev. 7/05

CONTRACTOR.
N _RE.SIDEATTI4L WELL- CONST LJCTrtO i REet
T CaoTa d'Tasoutt of Environment and Natural Resources- . of Watt!:
t.L...L. CONTRACTOR CERTt'FJcA1TJON #
Name
STREET A t".;fEss.: Ch r�—
�.
ty or Town Sta
Phone number
NFCtRMATION:
SITE WELL ID rkirapplicable) ..
STATE WELL PERMITt('if applicable) ___. ._....
DWQ or OTHCRPERMIT i (if applicable.)_, __
ELL USE (Check Applicahle Pox) Monitoring E) Municipal/Public E]
`strriar/C„ ommercial Agricutturai D Recovery r`'i injection LEJ
uonl] Other D
C1ATE DRILLED A > 1 . l 1
TIME COMPLETED x A
, WELL LOCATION:
CITY "I, at %2`
COUNTY Cl tom'`' ' l'4
Af(( P-11'5
(Street Name, Numbers, Ccrnriiuri ty attbdiwision, Lot No., Parcel, Zip Conde)
TOPOGRAPHIC I LATTIN3:
TC Slnpe is Valley a1 LI Ridge ["7 Other_
(check iippropriate bok)
LATITUDE d
LONGITaIJDE.
May be in degrees,
minutes, seconds or
n a clec'ma! format
l_2titude/lungitutJe source, L.GPS uTopographic nmp
(i catiarr ©f wei/ must be shown on a USGS lopo. map ;arid'
attached to this form if not using GPS)
4, FACILITY.. is the raeme ut the 5 s ness where the well Rs loaared.
FACILITY ID fi(if ap,pticablej
NAME OF FACIT..ITY
STREET ADDRESS
City orTown State
CTDNLAC"f l ERSOt•
MAILING ADDRESS
or Tow
�/_.....,✓1�- 2 .
Area oeed - Phone number
WELL DE -TAILS:
a. TOTAL_ DEPTH:
S i e
e S147r%/1�tlt
Zip Code
4n Zip Code
b. DOES WELL REPLACE EXISTING WELL? YES CI
c, WATER LEVEL Below Top of Cash _ FT,
(Use °"+" if Above Top of Casing) w_
NO
d, TOP OF CASING IS FT Above Land Surface"
'Top of casing terminated aE c r bolT: a lams sunace may require
e variance in accordance with 1,5A NCAC <C 011t3.
e. YIELD Wpm): METHOD OF TEST
r. DISINFECTION: Type__- Amount
g. WATER ZONES {depth);
From
CASING;
Fr
From To
From To
T^
To
To
7. GROUT: Depth
Ffurrl l' i'cT
From__ TO Ft...
From_ o -.-. Ft.
8. SCREEN: f Depth f' Diameter
sk
From U" To g—
From ro
From_ To Ft.
From To Ft. in in.
SANG/GRAVEL PACK:
Depth E SfZ Material
Frorn `; .,To ecrT=' Ft, ,'_ £l(/Cfi S�►ja
From To Ft.
Frorn To
NG LOG
To
Thickness/
Weight
.s(t4f0
Sint .Size
r'1din.
Method
Material
1. REMARKS:
D., HEaLd
SSA NEAR..d C.
riECtORD HAS
Formation Description
WAS CC'kNSTsv
AN STANDARt�"1S At
THE WELL O':WNEa
GNATURE ; F CERTIFIED
eD NAME
ACCORDANCE, WITH
FIAT A CO"JRY or TFiis
r!_ Cr
,oNTRACTCR DATE
ERSON C4 NSTRUCTING Tr
Submit the original to the Division of Water Quality within 30 days. Attn. Information Mgt.,
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No„ [phone] ext 568.
v'EE..
Form GW 1b
Rev, 7705

rON R ESIDE, TI
ELL CONTRACTOR:
i:111ltd .._-_�_...
r Town State
- Phan i nor
NFORMATION:
SITE b^JELL IDilitrdtappkalef0
STATE WELL PERMIT#(uf applic. ale:
DWQ or OTHER PERMIT #(X applicable)
WELL USE (Check Applicable Box) Monitoring 0 Munlrip Public.L,
Industrial/Commercial [ Agricultural p Recovery La, Inietiern t:3
Irrlgationp Other 0 (last use)
DATE DRILLED
TIME COMPLETED
1. WELL LOCATION:
CITY, 1 l 4/? t-; t,..
C se1 CTIOr
Department nt EEnvire intent arid Natural ltesuurue R CTiuisiorro k t kF'ateT t
It ACTOR C'ER1"IFI(,AT1ON d
COUNTY eif9,I w y4
Narne NurfnberS, G'on'uerlunr4y Subdiviiaion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC a" LAN TTING,
rrj 0 Slope Valley al fRndgo ET father
check appropriate
LATITUDE 3
LONGITUDE
1.„..atitude.,t`ILmgtbide source: 0C:rPS Topographic
j
L7TL3p�or�apl�uic map
(location of well must he shown on a USG tapa map and
attached to this form if not using CPS)
4. FACILITY -is Ina name of Me euslness where the well is Incated.
FACILI"ry ID #(if appt!catale)
NAME. OF FACILITY
STREET ADDRESS
or Town
CONTACT PERSON_/j)
MAILING AUC)FtESS
<.: K4 A
City or Tervz ftat zip C.
9f ?4./-f (J
Are,a craze - Phone number
3. WELL DETAILS:
a. TOTAL.- DEPTH: a 6)
b. DOES WELL REPLACE EXISTING' WELL? YES
c, WATER LEVEL Betow Top ersf Casing: Fr
(Use "4" if Above Top of Casing)
d, TOP OF CASING 15t. FT, A%©ire Land Surface'
'Top of casing terminated atter below" Vend surface may require
a variance rn accordance with 15A NCAO 2C .01 18,
e, YIELD (gprot METHOD OF TEST
I. DISINFECTION: Type_ Amount
g- WATER ZONES (riepthi,
From_ To From Tc,
Frorn .., To From Tr).
Ta From
NG:
Thtk.nesor`
Depthr am ter Weight
Friar raEa To 7 Diameter
,S7"frf'r0
Frcun_ To Ft,
From__. To Fl.
7, GROUT: Depth I Material Method
From_ i To i ( ( t.
From _ To Ft.
From_.._ _ To ___ Ft.
b, SCREEN: C)epth Diameter Slot Size
From .pc t o Ft, in, L 1 C In.
From To Et.._
In, In.
From To Ft, in. in.
9. SAND/GRAVEL PA
Depth
From Ft.
From 1 ra Ft,
From To Ft,
Q. DRILLING LOG
From To
1, REMARKS:
Material
C/Cf1 sY►p--"
Formation Description
P u HEraEnv Cr,€TT1FY THAT „^� WELL WAS CONSTRUCTED IN Ar' CORDAN E WITH
ISA rdrA fir,, '4°4 C&L "s.7�( ry!"CI"N STANDARDS, AND fHATA COPY' O.F THIS
RO )03'$A 0 TOTHE WELL 3WNt;
Tt.
ONTRAUTOR DATE
CvL/
PRINTED NAME OF PERSON CONSTRUCTING, THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt„
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No, [phone] ext 568,
Form GW-tb
Rev, 7/85

NON .ESIDEN '
Non), Ca..rolna Depaitmonr orT.nvircarlm
WELL CON'TRAC".TOR CERTIFICATION tt
pan
sy E,Ei"r ADDRESS
/ t-
/;ity or Town
?Ci
Area cone- Phone numt)er
WELL INFORMATION:
SITE 'v'JELL ID 72yd applicribiej
ST:a.T"L VVELI, PERMlTrrof appli ab]rj q—__
DWQ Of OTHER PERMIT 4(1 applicable)
HELL USE (Check Applicable Rox) Monitoring (.] MunicipaL/Paah'ic
AgrieutLiral 0 Recovery [a Infection [d
DATE DRILLED�
TIME COMPLETED
WELL LOCATION:
CITY, _ - 127Q,/7 Dr- G
AM `L{ Pt
COUNTY C/119174x
(Street Name, Nta b nmrraunity �,.. ... .
TOPOGRAPHIC 1 LA TTINC;
El Slope C]Valiey at 0 Ridge 0 Other
(check appropri
LATITUDE
LONGITUDE _ .._._
Lot No Parcel, Zip C e:
pMayhc'Indk
m atiutC SCLlr
in a decimal Tormaat
L txtude/longitude source: (7GPS Topographic map
(locatican ofwell trust bea shown cn a USGS typo snap and
attached to this form ifrtor using GPS/
4. FACELITY.tz the name &the atrsaness where the we4 is locaeiit.
FACILITY ID #(1 applicable)._
NAME OF FACILITY
STREET ADDRESS / 1-51.0" 1„_/.5 _,- S'
City or TrTyv«`n
CONTACT PERSON_ /1•Cf.
MAILING ADDRESS
eC
CIty.rTnw ii —_ .. State Zip Code
n^.ber
. WELL DE'i'AILS: r�
a. TOTAL DEPTH f r)
L, DOES WELL REPLACE EXISTING WELL? Y'E:SOU
e. WATER LEVEL Below Top of Casirg 1.7 ` 5 FT.
(Use "`*" it .Above Top of Casing)
SUbtTatt
1617 Mail Semice 'Center Raleigh, NC 27699.1617 Phone No. [phone] ext 568.
NO
0ti "TI I.1C TION ITT CORL
ision of Water QuaIa\
elTOP OF CASING IS
`Top of easing terminate a
ea variance in accordaoce tan
FT. Apo°ve Land Surface`
and Surfarw may. require
-`AC 2C 0 t 13.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: 'Type_ Amountl
g. WATERZONES (depth).
From ..._,.. To
From
Fromtl Tu
CASING;
Deptt.
Fro 0 - To Ft.
From._t° Ft.
From_ To
7. GROUT: Dpth
From To
Frown To Ft
From To Ft,
B. SCREEN: Depth I Diameter Slott Sire
From 3 To FL in. 'G l o in..
From
From
SAND/GRAVEL PACK:
Depth (
From_ 36 To f�
From rTo Ft.
From To Ft.
DRILLING LOG
From To
Material
Method
in..
Material
Formation Description
WAS CDNSTWLICTEC IN ACCORDANCE '0)ITH'
ANDARDS, AND Ta{A7 A COPY OF THIS
NATURE OF CERTIFIED V4 CCNTtRAC i OK DATE
TCD NAME OF PERSON CONSTRUCTING THE WELL.
ginal to the Division of Water Quality Within 30 days. Attn: Information Mgt.,
From
To
r
To
Thickness'
Weight
c/frr0
Material
IG A't1 03+u0
Fain, GW,lb
Rev. '77a5

A 1 .
NON RESIDENTIAL WELL.CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Q uaiity
WELL CONTRACTOR CERTIFICATION # 2675
1. WELL CONTRACTOR:
Robert Miller
Well Contractor (individual) Name
SAEDACCO Inc
Well Contractor Company Name
STREET ADDRESS 9000 MARKswoon RD
CHAR T.OTTE NC .
28278
City or Town State Zip Code
( )_ [phone]
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(ir applicable) M`^�-15
STATE WELL PERMIT4f.appliyble)'
DWQ or OTHER PERMIT.#(if applicable)
WELL USE (Check Applicable Box) lvtonitoring fig Municipal/Public.[
Industrial/Commercial E1 Agricultural ❑ Recovery 0 Injection 0
Irrigation❑ Other 0 (list use)
DATE DRILLED 2-9-10
TIME COMPLETED. 1.: DO _ AMID PM El
3. WELL LOCATION:
CITY: TERRELL COUNTY CATAWBA
HIGHWAY 150 @ SHERRILLS FORD RD.
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Vp Code)
TOPOGRAPHIC I LAND SETTING:
Kl Slope la Valley ❑Fiat [Ridge 0 Other
(check appropriate box)
LATITUDE
LONGITUDE
May be in degrees,
minutes, seconds or
in a decimal fortnat
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo mop and
attached to this form if not using GPS)
4. FACILITY- is the name or the business where the vial Is toeme,d,
FACILITY ID #(1f applicable)
NAME OF FACILITY FORMER TERRELI, SHELL STATION
STREET ADDRESS HIGHWAY 150 0 SHERRILLS FORD ROAD
TERRELL NC.
City or Town State Zip Code
CONTACT PERSON GROUNDWATER MANAGEMENT ASSOCIATES INC
MAILING ADDRESS lot-E WOODWINDS INDUSTRIAL COURT
CARY
City or Town
( 919 )- 481-2631
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: SOFT
NC.
State
27511
Zip Code
b. DOES WELL REPLACE EXISTING WELL? YES Ct NOrl
c. WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS o FT. Above Land Surface'
'Top of casing terminated-at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING; Thickness!
Depth Diameter Weight Material
From 0 To, 35FT Ft. 2 IN SCH40 PVC
From To Ft.
From To 0 . Ft.
7. GROUT: Depth
From 0 To 31FT
Materiel
Ft. PORTLAND
From To Ft..
From To Ft.
8. SCREEN: Depth
Method
TRIMI
Diameter Stot Size Material
From 35FT To SOFT Ft. 2IN in. . 010 in. PVC
From To Ft. in. in.
From To Ftin. in.
9, SAND/GRAVEL PACK:
Depth Size Material
From 33FT To 50FT Ft TRIM' 42 SILICA
From To FL
From To Ft.
10. DRILLING LOG
From To Formation Description
0 5FT ORANGE SILT
5FT SOFT
SOFT
TAN SILT
11_ REMARKS:
2FT BENTONITE SEAL, FROM 31FT TO 33FT
DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
-15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
2-9-10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
ROBERT L. MILLER
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: InformationMgt.,
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568.
Form GW-lb
Rev. 7/05

1
b
NCDEN
North Carolina Department of Environmen
Beverly Eaves Perdue
Governor Director, Division of Water Quality
nd Natural Resources
ACME of South Carolina
4973 Willow Pond Road
Gastonia, NC 28056
Attention: Mark Roberts
Dear Mr, Roberts:
Coleen H. Suili
Dee Freeman
Secretary
RE: Monitoring Well Construction Permit
Permit #WM0300509
Former Terrell Shell UST site #15677
Sherrills Ford Road, Terrell, Catawba County
April 8, 2009
In accordance with your completed application received on April 3, 2009, we are forwarding herewith
Monitoring Well Construction Permit Numbered WM0300509 and issued for the construction of one monitoring
well in the NCDOT Right -of -Way along Sherrills Ford Road adjacent to the subject UST site in Terrell, Catawba
County,
This Permit will be effective from the date of issuance and shall be subject to the conditions and
mitations as specified therein,
Should you have any questions, please contact me at [phone], or by email at
A11drew.Pitney r cma .r rt.
Sincerely,
Andrew H. Pitner, P,G,.
Regional Aquifer Protection Section Supervisor
Enclosure
Cc: Aquifer Protection Section, Raleigh
Matthew Tendam, Groundwater Management Associate
Cary. 27511
Division of Water Quality ;Aquifer Pratectfun Section f Mcores4e Regiona Office
610 East Center Avenue, Suite 301, Mooresviiie, North Carolina 28115
Phone: [phone] FAX: [phone] \ Customer Service 1-877 ' 4
E Woodwinds Industrial Court,
y.orq
NU h.Ca„olina
&rally
An Equal Oppolunily t Affirmative Aden Employer- 50% Recycled 1, 1 O% Post Consumer Paper

NOR'' H CAROLINA
ENVIRONMF N°I"AL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NAFU.RAL. RESOURCES
PERMIT FOR THE CONSTRUCTION O- A WELL OR \ELL SYSTEM
Permit N 'WM0300509
In accordance with the provisions of Article 7, Ch.apter 87, North Carolina General Statutes, and other applicable Laws,
Rules, and Regulations,
PER ITSSION IS HEREBY GRANTED TO
ACME of South Carolina (Ground.
a
Management Associates, Inc. as Agent)
FOR THE CONSTRUCTION OF ONE MONITORING WELL to be constructed in the Charlotte Belt Geologic Unit, in
the NCDOT Right -of -Way along Sherrills Ford Road adjacent to the subject UST site in Terrell, Catawba County, and in
accordance with the application dated April 2, 2009 and received in this office on April 3, 2009 and in conformity w ith
specifications and supporting data, all of which are filed with the Department of Environment and Natural Resources and
are considered a part of this Permit.
This Permit is f2 r well construction only,. and does not waive any provisions or requirements of the Water Lise
Act of 1967, or any other applicable laws or regulations.
Construction of a well under this Permit shall be in compliance with the North Carolina Well Construction
Regulations and Standards, and any other laws and regulations pertaining to well construction.
This Peeffect" e from the date of its
ns, or exceptions as follows:
uan
and shall be subject to other specified conditions,
The borehole shall not penetrate to a depth greater than the depth to be monitored or the depth, from which
contaminants are to be recovered,
The well shall not hydraulically connect separate. aqui
All water -bearing zones that are knower to contain polluted, saline, or other nonpotahle water shall be
adequately cased and cemented off so that pollution of the overlying and underlying groundwater zones will
not occur,
. Construction materials shall be compatible with. the contaminants to be monitored or recovered. The casing
shall equal or exceed Schedule 40.
The well shall be constructed in such a manner that water from land surface cannot
pack or well screen area.
When a sand pack is placed are and the screen, a seal shall be installed a.hove the sand,
gravel
7. Grout shall be placed in the annular space between the casing and the borehole wall from land surface to a
depth within two feet above the top of the well screen or to the bottom of the casing for open-end wells.

8_ All wells shall be secured to reasonably insure against unauthorized access and use. The well shall be
permanently labeled with a warning that it is for monitoring or recovery purposes and the entrance to the well
must be secured with a lockable cap.
9. All wells shall be afforded reasonable protection against damage during construction and use.
10. Each well shall have permanently affixed an identification plate.
11. A completed GW-1 and copies of all water quality results must be submitted for each well to the Division of
Water Quality.
12. When any monitor or recovery well is no longer useful for its intended purpose, it shall be properly
abandoned and an abandonment report filed with the Division of Water Quality.
Permit issued this the 8th day of April 2009
FOR THE NORTH CAROLINA NVIRONMENTAL MANAGEMENT COMMISSION
--V\N-\i`
Andrew H. Pitner, P.G.
Regional Aquifer Protection Section Supervisor
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Ns WM0300509

101-E Woodwind. Industrial Court
Cary, North Carolina 275'11
Telephone: [phone]
Fax: [phone]
Groundwater Management Associates, inc.
April 2, 2009
Mr, Andrew Pitner, PG
NCDENR/DWM/Mooresville
919 North Main Street
Mooresville, North Carolina 28115-0950
Re: Application for Permit to Construct Monitoring Well System
Former Terrell Shell, Terrell, Catawba County
Groundwater incident #15677 Risk -Rank: High H395D
Dear Mr, Pitner:
On behalf of Acme of South Carolina, Groundwater Management Associates (GMA) is submitting one copy of
the Application for Permit to Construct a Monitoring Well System. This application is being submitted to
install an additional monitoring well (MW-I2) to further assess the release of petroleum constituents
associated with the Former Terrell Shell located at the intersection of US Highway 150 and Sherrill's Ford.
Road in Terrell, Catawba County, North Carolina.
The monitoring well is proposed to be installed within the North Carolina Department of Transportation
(NCDOT) Right -of -Way along Sherrill's Ford Road. The cover letter approving the required Encroachment
Agreement is attached. The entire Encroachment .Agreement was not attached. due to size. To approve the
Encroachment Agreement, NCDOT required that the property owner also grant access for the monitoring well
installation, A copy of the signed access agreement is attached.
As required by the perrnit application, Figure 1 is included showing 'location of existing monitoring wells:
Figure 2 shows the approximate location ofthe proposed monitoring well; Figure 3 depicts locations of water
supply wells (WSWs) in the vicinity of the site; and Figure 4 is a diagram of the proposed monitoring well
construction details.
Should you have any questions or require additional information please do not hesitate to contact me at 919-
481.-2631.
Sincerely,
GMA.
Matthew J. Tendarn, P.E.
Project Engineer
Enclosure
cc: Steve DeGeorge
The GroundwaterExperts

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
DIVISION OF' WATER QUALITY GROUNDWATER SECTION
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING WELL SYSTEM
Date:
(Please Type or Print Clearly)
2ao9 County (,K}awbo _ ...
In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant
thereto, application is hereby made for a permit to construct monitoring wells.
Name of Applicant: A C-I'r\ G
Applicant's Mailing Address
2. Name of Property Owner (if different from Well Owner);
Owner's Mailing Address:
3, Contact Person: _MATT
4. Location of Property:
1
5. Reason for Monitoring Well(s):
a
(ex: nondischarge permit
0L A)A
G K M ow -r A-1AJ N G
NC-
-t AL A5s-E5's i J _�
(Telephon
(Telephone: 61 rti- 8
ArT
TY
quirements, suspected contamination, environmental assessment, etc.)
Type of facility or site for which the monitoring well(s) is needed: Ut„ S T T G
(ex: nondischarge facility, waste disposal site, landfill, underground storage tank, etc,;
7, Type of contaminat"son being monitored (if applicable): (-A ' T) Z U C A '- 136
(ex: nutrients, organics, heavy metals, etc.)
8. Are any existing recovery wells associated with the monitoring well(s)? N 'U
yes, how many?
Recovery Well Construction Permit No.
9. Distance to a known waste or pollution source: "" 1 feet
10. Are any water supply wells located less than 500 feet from the proposed monitoring wells? 1
s
Mi Trt't 1A..)> s 4S' F-T F,z.oM 6Pmsal—)
. Well Contractor: 5-irk t a pt CC
Well Contractor Certification #:
13. Well Contractor's Address:
r
If yes, give distance. I " feet
Ge.osr Wsa
PROPOSED MONITORING W I L CONSTRUCTION INFORMATION
1. Total Number of Wells to be constructed: ; (A) Number to be completed in bedrock?
(8) Number to be completed in unconsolidated material? 1
2. Estimated depth of well(s): 5 feet
3. Gravel or sand pack interval (if appropriate)
From 'S feet To 9 0
4, Type of casing used: tq 140 p V G
(ex: PVC, stainless steel, galvanized steel, etc.)
5. Diameter of casing: inches
feet
FOR OFFICE USE ON
PERMITTED ACTIVITY
- U.S.T. LEAK DETECTION
— GROUNDWATER QUALITY STANDARDS
VIOLATIONS SUSPECTED FROM UNPERMITTED
ACTIVITIES
— NOTICE OF NON-COMPLIANCE AT
UNPERMITTED FACILITIES
PERMIT NO. ISSUED 39 a
GW-22M (REV 3/2000)
fC;nntiniiarl on Rhuhrsal
INCIDENT #

6. Thickness of casing: inches
7, How wiII the well(s) be secured? ST C El- M AA.) +Ot E � y� R- L-OL K 4 w C-7
Estimated beginning construction date: A
Estimated completion date: A P12l L 3
ADDITIONAL INFORMATION
1, ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 - PROPOSED MONITORING WELL(S)
2 - ALL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PROPERTY
BOUNDARY
3 - ALL WATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES
4 - AT LEAST TWO REFERENCE POINTS (NUMBERED ROADS, INTERSECTIONS, STREAMS, ETC)
2. PROVIDE A WELL CONSTRUCTION DIAGRAM OF EACH WELL SHOWING DIAMETER, ESTIMATED DEPTH, SCREEN
INTERVALS, SAND/GRAVEL PACKS, TYPE OF CASING MATERIAL, CASING WALL THICKNESS, WELL HEAD
COMPLETION DETAILS, ETC.)
The Applicant hereby agrees the proposed well(s) will be constructed in accordance with
approved specifications and conditions of the Well Construction Permit as regulated under the Well
Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C) and accepts
full responsibility for compliance with these rules.
Terc.
Signature of•Applicant or Agent
Title (if applicable)
If the property is owned by someone other than the applicant, the property owner hereby
consents to allow the applicant to construct monitoring wells as outlined in this application and that
it shall be the responsibility of the applicant to ensure that these monitoring wells conform to the Well
Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C).
5 e✓ A T`T`A-c r-f aT c At r+ovla- r i tz. e.0 n� T prGG i
Signature of Property Owner (if different from applicant)
T

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A. CONI'I, JR.
GOV1RNCR SECRETARY
March 10, 2009
COUNTY: Catawba
SUBJECT: Right of Way Encroachment Agreement
SR 1848
Mark Roberts, ACME of South Carolina
4973 Willow Pond Road
Gastonia, NC 28056
Attached is an approved Right of Way Encroachment Agreement covering the installation of 4 ea.
groundwater monitoring wells.
The encroaching party shall comply with all applicable state and federal environmental
regulations, and shall obtain all necessary state and federal environmental permits, including but not limited
to, those related to sediment control, storm water, wetland, streams, endangered species, and historical
sites.
Approval is given subject to provisions in the Agreement and attachments thereto which are made
a part of the Agreement.
It would be appreciated if you would advise our District Engineer at [phone] at Least forty-
eight (48) hours prior to the date of beginning work on installation of this encroachment. Furthermore, it
will be necessary for you to notify the District Office in writing when work is completed on this
installation.
The Department of Transportation does not guarantee the right of way on this road, nor will it be
responsible for any claim for damages brought by any property owner by reason of the installation.
Respectfully Yours,
PAO, 561-0-14.----
M. L. Holder, P.E.
Twelfth Division Engineer
:bbm
cc: Mr. Robert Memory, State Utility Agent (Attachments)
Mrs. Jackie McSwain, District Engineer (Attachments)
1'. O. BOX 47, Shelby, North Carolina 28151-0047
Telephone: [phone] Fax:[phone]

PROPERTY ACCESS AGREEMENT
ACME of South Carolina,lnc.
4973 Willow Pond Road
Gastonia, North Carolina 28056
ATTN: Kyle B. Quick, PG
Groundwater Management Associates, Inc.
4300 Sapphire Court, Suite 100, Greenville, North Carolina 27834
RE: Agreement for Access to the Property for Groundwater Monitoring at the
Incident Known as Terrell Shell
Terrell Catawba County, North Carolina
UST Incident Number: 15677 (GMA Project #: 16217)
Dear Sirs:
I am the owner of the property (Figure 1), located at 7947 NC Highway 150 East in Terrell,
Catawba County. I hereby permit ACME of South Carolina, Inc., or its consultant(s) to
enter upon the property for the sole purpose of conducting investigation and monitoring of
groundwater contamination per 15A NCAC 2L Regulations as approved by the North
Carolina Department of Environment and Natural Resources (NCDENR) for the incident
identified above. I am granting permission with the understanding that:
1. The groundwater investigation and monitoring activities will be conducted by the
Performing Party or .its consultant(s). These activities will include borehole drilling,
monitor well installation, and groundwater sampling and testing.
2. The cost of the investigation and monitoring, and any construction and
maintenance conducted at the site, shall be borne by the Performing Party
(ACME of South Carolina, Inc.) or its consultant(s). The Performing Party or its
consultant(s) shall protect and prevent damage to the surrounding lands to the extent
feasible consistent with the activities being conducted.
3. Unless otherwise agreed, the Performing Party or its consultant(s) shall have access to
the site by the shortest feasible route to the nearest public road. ACME of South
Carolina, inc., or its consultant(s) may enter upon the land at reasonable times and
have full right of access during the period of the investigation and monitoring, as
directed by DENR.
4. The information derived from the investigation and monitoring shall be made available
to the owner upon request, and is a public record in accordance with N.C. General
Statutes 132-1.
5. The monitoring wells will be permanently abandoned per 15A NCAC 2C regulations
immediately following regulatory closure of the incident by DENR.
Page 1 of 2

PROPERTY ACCESS AGREEMENT
6. The activities to be carried out by the Performing Party or its consultant(s) are for the
primary benefit of the Performing Party or its consultant(s). Any benefits accruing to
the property owner are incidental.
7. The Performing Party or its consultant(s) is not, and shall not be construed as, an
agent, employee, or contractor of the property owner.
8. Any claim which may arise against the Performing Party or its consultant(s) shall be
governed by applicable North Carolina General Statutes and as otherwise provided by
law.
1 agree not to interfere with, remove, or any way damage the wells installed by the
Performing Party or its consultant(s) and/or their equipment throughout the life of the
investigation.
Sincerely,
Sig ature
r Ili,LL
Type/Print Name of Owner or Agent
P/
Mailing Address
, /r2 fiA, /474!„, 5'2//
City/State/Zip Code
Telephone Number (Home/Cell)
,p5ze --mac 927
Telephone Number (Work/Other)
(r)3 3/-(9095"
Date
Page 2 of 2

•
-S
70 MW4
MW4
WORLD PETROLEUM BAIT SHOP
M W 8
MW8R
4MW11
US HIGHWAY 150
1111D • 1--ii)'MW10
SVE-41:p
MW3
MW3R . 109 W-2 AS-3 r J AS-4
MW2, MW2R
AS-2 �� yN2Q yI ASPHALT PARKING LOT
MAII l MW1Rig
BOX 1 MW1D �� �AS-5 SVE-5
W9R .. VE
mw
1REC— "1
MW—RE --1 R
r5 3
AAS-1 1
i
WW01
•
REMEDIATION SYSTEM
\
MW5 MW5R� RECREATIONAL VEHICLE PARKING
TERRELL
CAMPING
CENTER
MW6
GRAVEL
LOT
LEGEND
MONITORING WELL
• POTABLE WATER WELL
BUILDING
❑ AS-1 = AIR SPARGING WELL
® SVE-3 = SOIL VAPER EXTRACTION WELL
— --- -- REMEDIATION TRENCHES
PROPERTY LINE
EDGE OF PAVEMENT
CENTERLINE OF ROAD
North
0 15 30
SCALE: 1 in = 30 ft
GMA
Groundwater Management Associates, Inc.
File: newbasemap.dwg
LOCATION OF REMEDIATION WELLS AND SYSTEM
Date: 10/15/08
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 1

US HIGHWAY 150
\W3
MW3R
MAIL
BOX MW9R
MW4
MW4
LEGEND
MW2 A.MW2R
Mw2MW1R
MW10,
,MW1
REMEDIATION SYSTEM
MW54 MW5R
ASPHALT PARKING LOT
4MW7
TERRELL
CAMPING
CENTER
North
0 15 30
SCALE: 1 in = 30 ft
— PROPERTY UNE
EDGE OF PAVEMENT
CENTERLINE OF ROAD
File: PROPMW.dwg
PROPOSED MONITORING WELL
• MONITORING WELL
40- ACTIVE POTABLE WATER —SUPPLY WELL
PROPOSED MONITORING WELL LOCATIONS
GMA
Groundwater Management A3eoctatee. Inc.
Date: 10/20/08
Project No. 162-17
ACME, TERRELL, CATAWBA CO., NC
Figure 2

J
LEGEND
• WATER SUPPLY WELL
MUNICIPAL WATER LINES
File: radius.dwg
1000
LOCATIONS OF SITE & WATER SUPPLY WELLS
WITHIN 1000' OF SITE
/
0 200 40C
North SCALE: 1 in = 400
rt
GMA
..............„,_
Grcundwater Management Associates,
Date: 08/01/02
nc
Project No. 162-17
FORMER TERRELL SITE, TERRELL, CATAWBA CO., NC
Figure 3

Groundwater
Management
Associates, Inc.
Former Terrell Shell
UST incident #15677
Figure 4
TYPE II MONITORING WELL DIAGRAM
PROJECT : Terrell Shell
DRILLING CONTRACTOR : SAEDACCO '
LOCATION : near Intersection of NC Highway 150 and Shenilis Ford Rd)
DRILLING METHOD AND EQUIPMENT USED : Air Rotary Rig
WATER LEVELS : START :
END:
LOGGER:
I 55'
r 15'
I4
20'
..:7
6"
1- gravel cement
2- bolted steel manhole cover
3- locking, expandable plug
4- land surface
5- 2-Inch PVC casing
6- 2-inch, slot 0.01" PVC screen
7- #2 DSI filter gravel
8- bentonite chips
9- neat cement grout

NorthCarona Depa
Beverly Eaves Perdue
Governor
CERTIFIED MAIL.
RETURN RECEIPT REQUESTED
Acme of S.C. c/o
Robinson, Bradshaw and Hinson
101 North Tryon Street, Suite 1900
Charlotte, NC 28246
Attn: Steven DeGeorge
Dear Mr. DeGeorge:
NCDENR
ent of Environment and Natural Resources
Coleen H. Sullins
Director, Division of Water Qua
y
Dee Freeman
Secretary
October 6, 2010
Reference: NOTICE OF VIOLATION of the NORTH CAROLINA
WELL CONSTRUCTION STANDARDS
Title 15A North Carolina Administrative Code, Subchapter 2C 0100
NOV-2010-PC-1052
Former Terrell Shell Site at 7995 NC Highway 150
Terrell, Catawba County
The Aquifer Protection Section (APS) of the Division of Water Quality (DWQ) is responsible for the regulation
of well construction activities within the State of North Carolina, On September 30, 1010, staff of the
Mooresville Regional Office (MRO) of DWQ while conducting a routine review for injection application
W19300154, inspected several wells and found them to be in various states of disrepair. The Former Terrell
Shell Site is located at 7995 NC Highway 150, Terrell, Catawba County. The inspection of the wells and
review of DWQ records revealed that the following violations exist,
VIOLATION 1:
Failure to grout well casing, for a non -water supply well, as required, in rule 15A NCAC 2C .0108(i). MRO staff
specifically viewed this problem at MW9R, but this rule applies to all site monitoring wells.
REQUIRED CORRECTIVE ACTION for Violation 1:
Please install grout as specified by the referenced rule at MW9R and any other site monitoring wells that may
need it
VIOLATION 2:
Failure to maintain a well in a condition whereby the well will not serve as a source or channel of contamination
or pollution to the water supply or the aquifer, as required by rule 15A NCAC 2C .0112(a). Numerous wells
were in need of maintenance, including but not limited to: missing water tight caps, working locks, missing
bolts from flush mount covers, inaccessible wells (MW9 - obstructed by asphalt) and no identification plates,
Divisbn ns'hater -Guar
610 East Center Avenue.
Prion . 704 663-1699 fFAC6 7 s
ciltr Custame' Service: s 87 . r 2 F748 i Internet
n vaterquaP Iv.orq
Caro Ina
uraiy

REQUIRED CORRECTIVE ACTION for Violation 2:.
All monitoring wells shall be inspected and returned to proper condition or properly abandoned in accordance
with the state WELL CONSTRUCTION STANDARDS (15A NCAC 2C.0100).
VIOLATION 3:
Construction of a well without a permit from the Department, as required, by rune 15A NCAC 2C .0105. New
monitoring wells (MW12D, MW13, MW14, MW15 and MW16) on adjacent property are not covered under
permit MW0300509, issued April 8, 2009.
REQUIRED CORRECTIVE ACTION for Violation 3:
It is a responsibility of well owner or agent to ensure that a perm'
for which a permit is required.
VIOLATION 4:
Failur
land
non-p
evide
REQI
Aban
Pursi
viola'
Adm
Caro
Carc
Assr
of V
NCC
pror
ass,
ass
Sta
Ple
Co
P rc
Sh.
CC:
"no is ter
cured prior to the construction of a well
ed at a height of at least 12 (twelve) inches above
5). The water supply well (WW01) is located in a
from the building foundation. The vault showed
1(a) you are hereby notified that Acme of S.C. is in
Subchapter 2C, Title 15A, of the North Carolina
)mmission, under authority granted by the North
This notice is given in accordance with North
,ommended for violations described within this Notice
i1 OOOE0q per violation may be assessed pursuant to
iiinues may be considered a separate violation. Your
d and may be considered if civil penalties are to be
manner and time specified, may result in the
f other enforcement mechanisms available to the
is as necessary to bring the said wells into compliance,
noting those actions shall be submitted to the Aquifer
r November 5, 2010,
itte or me at [phone],
ely,
drew H. Pitner, P.G.
egional Aquifer Protection Supervisor
Health (by Email)
NC 28682
0995 592E h600 0522 600L
Matthew Tendam, Groundwater Management Associates, Inc., 2205 A Candun Drive, Apex 27523

'COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director, Division of Water Quality Secretary
October 6, 2010
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Acme of S.C. c/o
Robinson, Bradshaw and Hinson
101 North Tryon Street, Suite 1900
Charlotte, NC 28246
Attn: Steven DeGeorge
Reference: NOTICE OF VIOLATION of the NORTH CAROLINA
WELL CONSTRUCTION STANDARDS
Title 15A North Carolina Administrative Code, Subchapter 2C .0100
NOV-2010-PC-1052
Former Terrell Shell Site at 7995 NC Highway 150
Terrell, Catawba County
Dear Mr. DeGeorge:
The Aquifer Protection Section (APS) of the Division of Water Quality (DWQ) is responsible for the regulation
of well construction activities within the State of North Carolina. On September 30, 2010, staff of the
Mooresville Regional Office (MRO) of DWQ while conducting a routine review for injection application
W10300154, inspected several wells and found them to be in various states of disrepair. The Former Terrell
Shell Site is located at 7995 NC Highway 150, Terrell, Catawba County. The inspection of the wells and
review of DWQ records revealed that the following violations exist:
VIOLATION 1:
Failure to grout well casing, for a non -water supply well, as required, in rule 15A NCAC 2C .0108(1). MRO staff
specifically viewed this problem at MW9R, but this rule applies to all site monitoring wells.
REQUIRED CORRECTIVE ACTION for Violation 1:
Please install grout as specified by the referenced rule at MW9R and any other site monitoring wells that may
need it.
VIOLATION 2:
Failure to maintain a well in a condition whereby the well will not serve as a source or channel of contamination
or pollution to the water supply or the aquifer, as required by rule 15A NCAC 2C .0112(a). Numerous wells
were in need of maintenance, including but not limited to: missing water tight caps, working locks, missing
bolts from flush mount covers, inaccessible wells (MW9 - obstructed by asphalt) and no identification plates.
Division of Water Quality / Aquifer Protection Section / Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
Phone: [phone] FAX: [phone] Customer Service 1-877-623-6748 t Internet: www.ncwaterouality.oro
NorthCarolina
aurally
An Equal Opportunity 1 AThrmative Action Employer— 50% Recycled 11 O% Post Caisumer Paper

REQUIRED CORRECTIVE ACTION for Violation 2:
All monitoring wells shall be inspected and returned to proper condition or properly abandoned in accordance
with the state WELL CONSTRUCTION STANDARDS (15A NCAC 2C 0100).
VIOLATION 3:
Construction of a well without a permit from the Department, as required, by rule 15A NCAC 2C .0105 New
monitoring wells (MW12D, MW13, MW14, MW15 and MW16) on adjacent property are not covered under
permit MW0300509, issued April 8, 2009.
REQUIRED CORRECTIVE ACTION for Violation 3:
It is a responsibility of well owner or agent to ensure that a permit is secured prior to the construction of a well
for which a permit is required,
VIOLATION 4:
Failure to ensure that the top of the well casing is terminated at a height of at least 12 (twelve) inches above
land surface, as specified in rule 15A NCAC 20 ,0107(d) (5), The water supply well (WW01) is located in a
non -permitted, below grade vault that is approximately 5 ft from the building foundation The vault showed
evidence of flooding.
REQUIRED CORRECTIVE ACTION for Violation 4:
Abandon well in accordance with 15A NCAC 2C 0113.
Pursuant to North Carolina General Statute (NCGS) 87-91(a) you are hereby notified that Acme of S.C. is in
violation of the Well Construction Standards indicated in Subchapter 2C, Title 15A, of the North Carolina
Administrative Code. The Environmental Management Commission, under authority granted by the North
Carolina Well Construction Act, adopted these Standards, This notice is given in accordance with North
Carolina General Statutes 87-83 et seq.
Assessment of civil penalties may have already been recommended for violations described within this Notice
of Violation. Civil penalties in an amount not to exceed 1000,00 er violation may be assessed pursuant to
NCGS 87-94. Please note that each day a violation continues may be considered a separate violation. Your
prompt attention to the items described herein is required and may be considered if civil penalties are to be
assessed, Failure to comply with the State's rules, in the manner and time specified, may result in the
assessment of additional civil penalties and/or the use of other enforcement mechanisms available to the
State,
Please take the corrective actions for the above violations as necessary to bring the said wells into compliance
Corrective actions must be taken and a summary report noting those actions shall be submitted to the Aquifer
Protection Section at the Mooresville Regional Office by November 5, 2010,
Should you have any questions, please call Maria Schutte or me at [phone],
Sin erely,
Andrew H, Pitner, P,G,
Regional Aquifer Protection Supervisor
CC: Mike Cash - Catawba County Environmental Health (by Email)
Carroll G. Lineberger, Sr, P.O. Box 385, Terrell, NC 28682
Brad Newton - MRO, UST
Aquifer Protection Section, Raleigh
Matthew Tendam, Groundwater Management Associates, Inc., 2205 A Candun Drive, Apex 27523

AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FORM
Date: September 13_, 2010,
To: 0 Landon Davidson, ARO-APS
LJ Art Barnhardt, FRO-APS
Andrew Pitner, MRO-APS
0 Jay Zimmerman., RRC-APS
From: ]ohn McCray , Groundwater Protection Unit
Telephone: [phone]
E-Mail: ioltn,n ccra t3cdenr. off,°
A. Permit Number: WI0300154
B. Owner: Mr. Caron Lineberer, Sr.
C. Facility/Operation: Former Terrell Shell Site
Z Proposed Existing ID Facility ❑ Operation
D. Application:
I. Permit Type:
[� David May, WaR A S
Charlie Stehman, W ifc- -A� t.
C Sherri Knight,. WSROjAP.
Fax: (919') 715-0588
For Residuals:
Animal Surface irrigation. Reuse
Recycle 11E Lagoon E GW Re
UIC' - (5fl in -situ groundwater remediation
© Land App. L D&M
503 Q 503 Exempt
LI FI-R Infiltration
.ediation (ND)
LI Surface Disposal
Animal
2. Project Type: ! New Major Mod. Minor Mod. Renewal fl Renewal w/ Mod.
E. Commepts/Other information: I would like to accompany you on a site rsi
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: APS.WRR 0,?/06 Page 1 of 1

NCDENR
North Carona Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Steven DeGeorge cio Acme of S.C.
Robinson, Bradshaw and Hinson
101 North Trvon Street
Suite 1.900
Charlotte. NC 28246
Division of Water Quality
Coleen H. Sullins
Director
September 8, 2010
Subject: Ackriowledgement of Application No, W10300154
Former Terrell Shell
injection in situ Groundwater Remediat n Well (51)
Catawba
Dear Mr, DeGeorge:
Dee Freeman
Secretor),
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials. on September 1, 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.:112o.enr.stateiic.iisidocurnentsidw art.pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRLES ON THIS PROJECT.
Since elv.
for Debra J. Watts
Supervisor
cc: Mooresville Regional Office, Aquifer Protection Section
Matthew Tendam.„ PE (Groundwater Management Associates, Inc - 2205 A Candun Drive, Apex. NC 27523
Permit Application File WI0300154
AQUIFER PROTECTION SECTION
1E36 Mad Service Center-, Raieign, North Carohnti 276591-1636
Locator: 272S Oapttar Bccevrd Req. tiortt Carolina 276114
hone: 919-733-3221 FAX': 919-715-0588,1:AX 2. 9,19-715-6114 ,13L/stramer Ele,5/rcs. 1 -877-923-6748
ntern.et www,ncwarerquallty.org
:Equal GoDortunAy AffirMFON:e. Emptuvr
On
North Carolina
Naturally

GMA
2205 A Candun Drive
Apex, North Carolina 27523
'Telephone [phone]
Facsimile [phone]
www.gma-nc.com
Groundwater Management Associates, Inc.
August 30, 2010
Mr. Thomas Slusser, PG
Program Manager
UIC Program — Aquifer Protection Section
NCDENR — Division of Water Quality
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Re: Application for Permit to Construct And/Or Use A Wells) for Injection — Type 5I Wells
Former Terrell Shell, NC Highway 150 and Sherrill's Ford Rd, Terrell, Catawba County
UST Incident Number # 15677, Risk Classification: High (395D)
Dear Mr. Slusser:
On behalf of Acme of South Carolina, Inc., GMA is submitting two copies of the Application for
Permit to Construct a Well for Injection. In the New Technology Cleanup Plan for the site, GMA
recommended the use of the In -Situ Submerged Oxygen Curtain (iSOC) to address the
remaining dissolved phase hydrocarbons present above the North Carolina 2L groundwater
standards. The application and additional information, including pertinent tables and figure, are
attached. Mr. William Lyke, PG, PE is signing and sealing this letter for the sections relating to
site geology and hydrogeology. Mr. Matthew Tendam, PE is signing and sealing this letter for
all other portions of the application ix
.• l CAROL
Should you have any questions or please do not hesitate to contact me at 919.363.6310 fj
,sEAL
p 25
%j)' • NG 1 t1F••c=Q;'
Enclosure: UIC Permit Application and Attachments
Sincerely,
GMA
Matthew 3. Tendam, PE
Project Engineer
cc: Steve DeGeorge
William L. Lyke, PG, PE
Sr. Hydrogeologist/Civil Engineer
RECEIVED I DENR I DWG
AQU(FFR PRnTECTI0N SECTION
SEP 01 2010,
The Groundwater Experts

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
APPLICATION FO1 P R 'ITT Tfl CONSTRUCT AND/OR USE A WELL
Type 51 Wells —In Situ Groundwater Remediation / Type ST Wells —
* t;)o not use this foam for rentediation ,systems that extract contaminated groundwater, treat it, and re
• Submit TWO copies of the completed application and all attachments to the address on the last page of t
• Any changes made to this form will result in the application package being returned.
Application Number (to be completed by DWG):.
GENERAL INFORMATION:
I . Applicant's Name (generally the responsible party): Acme of South Caroling
Signing Official's Name*: Steven DeGeorge
* Signing Official must be in accordance with instructions in part VI on page 7,
wiling address of applicant: Robinson Bradshaw ;and Ihinson
101 North Tryon Streetti Suite 1900
Charlotte
"Telephone number:
704.377.8380
Property Owner's Name (if different from Applicant.):
Property Owner's mailing address:
Nance and address of coaet person who can answer qu
Name: Matthew Tendan�, I'E
Company: Grourrtlwater liana ement Associate
Address: 2205 A Candun Drive —..
City: -Apex_.
'Telephone number:_~_ 919.363.E
Email Address. nrattsag,ma-nc.cont
Ii. 1'I,:1II"T IPRATION:
le: Attorney
State: NC Zip:28246
Fax tit ber 704.373.3980
rollLinebegcr, Sr..
:385
bout. the proposed injection project:
Title: Project Engineer
State: NC' t ifa: 27523
Fax number: 91.9.363,6203
Modification ol`exi titag perm] t ( Renewal of existing per it without modification
wal of existing permit with modification
iota is being, submitted for renewal or modification to an existing, permit provide:
existing permit number and the issuance date
For renewal without modifications, fill out sections 1 & 11 only, sign the certification on the last page of this
form, and obtain the property owner's signature. to indicate consent (if the. applicant is not the owner).
For all renewals, submit a status report including monitoring results of all injection activities to date.
RECEIVED �' DE 4R
Ci'Oy I.IIC 5I. "r t iflFFR np �°TFC i VIN SECTION t'ztge I of 7
I.i I aa0

If yes, list maximum measured separate phase thickness feet
f no, list maximum concentration of total VOCs observed at site: 26,740 (4/10) ppb
4. Agenc managing the contamination incident:
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
Type 51 Wells —In Situ Groundwater Remediation / Type 5T Wells — Tracer Injection
I11. INCIDENT & FACILITY DATA
A. FACILITY INFORMATION
1. Facility name: Former Terrell Shell
2. Complete physical address of the facility: 7995 NC Highway 150
City: Terrell County: CAT P eat# -
State: NC Zip: 28682
B. INCIDENT DESCRIPTION
I . Describe the source of the contamination: Petroleum hydrocarbons were discovered in October of 1995
when soil samples were collected during the closure and removal of five USTs at the site. The UST system
was removed when the former Terrell Shell gas station/store closed in 1995. The release occurred from
four previously installed USTs removed from the site in 1995. The system contained four gasoline USTs,
and one 550-gallon orphaned kerosene tank.
2. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g.,
gasoline, diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
Benzene, toluene, ethylbenzene, xylenes, MTBE, naphthalene, IPE
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
( Yes
( DWQ Aquifer Protection Section
( Hazardous Waste Section
( Superfund Section (including REC Program and DSCA sites)
( Solid Waste Section
( Other:
5. Incident managers name Brad Newton and phone number 704.663.1699
6. Incident number or other site number assigned by the agency managing the contamination incident:
15677
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:
l . Hazardous Waste Management program permits under RCRA: NA
2. DWQ Non -Discharge or NPDES permits: NA
3. County or DEH subsurface wastewater disposal permits: NA
4. Other environmental permits required by state or federal law: well construction permits for off -site
monitoring wells
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
l . List all proposed injectants.
NOTE: Any substance to be injected as a tracer or to promote in situ remediation must be reviewed by the
Occupational and Environmental Epidemiology Section (OEES) of the Division of Public Health, Department of
Health and Human Services. Review the list of approved injectants or contact the UIC Program to determine if
theinjectants you are proposing have been reviewed by OEES.
Injectant: Oxygen via inSitu Submerged Oxygen Curtain (iSOC)
Concentration at point of injection: 20-40 ppm
Percent if in a mixture with other injectants:
Injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:
Injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:
Injectant:
Concentration at point of injection:
Percent if in a mixture with other injectants:
2. Source of fluids used to dilute or chase the injectants listed above:
( Municipal water supply
( Groundwater from private well or any well within 'A mile of injection site
( Air
( Other:
3. If any well within 'A mile of injection site, a private well, or surface water is to be used as the fluid source, supply
the following information:
a. Location/ID number of source:
b. Depth of source:
c. Formation:
d. Rock/Sediment type:
e. In Attachment C, provide a current, complete chemical analysis of the water from the source well, including
analyses for all contaminants suspected or historically recognized in soil or groundwater on the site.
NOTE: If contaminated groundwater is to be used as the dilution or chase fluid, this is not the proper permit
application form. You must apply for a closed -loop groundwater remediation permit using application form
GWRS.
Revised 6/09 UIC-5I/5T Page 3 of 7

t
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. PROPOSED OPERATING PARAMETERS
1. Duration of Injection: 5 years
a. Maximum number of separate injection events: continuous
b. Expected duration of each injection event: continuous
c. Expected duration between events (if more than one event):
2. Injection rate per well: NA gallons per minute (gpm)
3. Total Injection volume: NA gallons per day (gpd); gallons per event (if separate events)
4. Injection pressure: NA pounds/square inch (psi)
5. Temperature at point of injection: 65 °F
6. Briefly describe how the above parameters will be measured and controlled: The iSOC units are attached
to oxygen cylinders and a pressure regulator. The concentration of oxygen injected will be estimated from
the rate of use of the oxygen cylinders .
7. Estimated hydraulic capacity of the well: NA gpm
C. INJECTION WELL CONSTRUCTION DATA
1. Injection
( Existing well(s) proposed for use as an injection well. Provide the data in (2) through (6) below to the best of
our knowledge.
( Proposed well(s) to be constructed for use as an injection we . Provide the data in (2) through (6) below as
proposed construction specifications.
2. Well Drilling Contractor's Name: unknown
NC Well Contractor Certification number: unknown
3. Date to be constructed: NA
Number of borings:
Approximate depth of each boring (feet):
4. Screened interval/Injection interval of injection wells:
Depth: 30 to 105 feet below ground surface (if multiple intervals, indicate shallowest and deepest depth).
5. Well casing (N/A if injection is through direct push rods):
Type: (PVC ( Stainless steel( Other:
Casing depth: to ft.
6. Grout (N/A if injection is through direct push rods):
Type: CEeme2D
Oentonite ( Other:
Grout depth: 3 to 98 ft.
Revised 6/09
UIC-5I15T 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
V. ATTACHMENTS
Provide the following items as separate attachments with the given headings:
A. SITE HISTORY
Provide a brief description of the site history including:
(1) site usage historically and present,
(2) origin of the contamination,
(3) previous remedial action(s).
NOTE: G.S. 89E-18 requires that any geologic plans, reports, or documents in which the performance is related to the
public welfare or safeguarding of the environment be prepared by a licensed geologist or subordinate under their
direction. G.S. 89E-13 requires that all drawings, reports, or documents involving geologic work prepared or approved
by a licensed geologist, or a subordinate under their direction, be signed and sealed by the licensed geologist.
B. HYDROGEOLOGIC DESCRIPTION
Provide a hydrogeologic description, soils description, and cross section of the subsurface to a depth that includes the
known or projected depth of contamination. The hydrogeologic description shall include:
(1) the regional geologic setting;
(2) significant changes in 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 VI 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)
(2)
(3)
(4)
construction plans and materials;
operation procedures;
a detailed diagram of the surface and subsurface portions of the system; and
a planned injection schedule.
Revised 6/09
UIC-5I15T 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
F. MONITORING PLAN
Provide a plan for monitoring the results of the injection, including:
(1)
(2)
(3)
a list of existing and proposed monitoring wells to be used;
a list of monitoring parameters and analytical methods to be used; and
a schedule for sampling to monitor the proposed injection.
NOTE: The selected monitoring wells must be located so as to detect any movement of injection fluids, process by-
products, or formation fluids outside the injection area or zone. The monitoring parameters should include the target
contaminants as well as secondary or intermediate contaminants which may result from the injection and other
parameters which may serve to indicate the progress of the intended reactions, such as pH, ORP, dissolved oxygen, and
other electron acceptors and donors. The monitoring schedule should be consistent with the pace of the anticipated
reactions and rate of transport of the injectants and contaminants.
G. WELL DATA
Provide a tabulation of data on all existing or abandoned wells within '/ 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:
(5)
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.
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 '/ mile of the injection well or well system;
e. all surface water bodies within '/ mile of the injection well or well system; and
f. all existing or abandoned wells within '/ mile of the injection welI(s) which penetrate the proposed
injection zone, including, but not limited to, monitoring wells and wells proposed for use as injection
wells.
Potentiometric surface map(s) including:
a. direction of groundwater movement
b. existing and proposed monitoring wells
c. existing and proposed injection wells
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
Cross-section(s) to the known or projected depth of contamination, including:
a. horizontal and vertical extent of the contaminant plume, including isoconcentration lines
b. major changes in lithology
c. existing and proposed monitoring wells
d. existing and proposed injection wells
Revised 6/09 UIG-5I/5T Page 6 of 7

APPLICATION FOR PERMIT' TO rC'ONS°I".RUC`O<" AND/ t.:)I I:1SE A WF'LL(ti) 1 OR INJECTION
Type; 51 Wells — In Situ
routehvate►° Rcnacdiation / Type 5T wells _ Tracer Injection
VI. CERTIFICATION (to be signed as refit►ir°e:d below or by that person's authorized agent)
.NCAC 15A 2C .021 1(b) requires that all permit ,r'tppplications shall be signed as follows:
1. for a corporation: by a responsible corporate officer
for a partnership or sole proprietorship: by a general partner or the proprietor, respectively
for a municipality or a state, federal, or other public agency: by either a principal
ranking publicly elected official
i. for` all others: by the well owner,
If an authorized agent
g on behalf of the applicant then supply a letter signed by the applicant than
names and authorizes their agent.
I hereby certify under penalty of law
submitted in this document and all. atta
iate'ly responsible for obtaining said in:fcrrniatioi
complete. 1 attt aware that there are penalties, uding
false information, 1 ,agree to construct, operate,
oned and ant fain
d on my inquiry of
information i
the possibility of fines and imprisonment
, repair,. and if applicable, abandon the
l all related appurtenances in accordance vith the approved specifications and conditions of the
Printed Name
Signature
VIl. CONSENT OF PROPERT ' C:}iV I2 (if'the property is not owned by
( Oa,Prrwrperson who holds the,hs ctr tlaer pa tor(
real property and its construction or fcmd shall he deemed to veers
contrary agreement in writing)
Date:
•ights° ira
r rrersh
applicant)
informatson
ittrlividuaais
curate, and
r sarlrr7tittirlg
ell(s)
lcrrrr o rarrer, in the co
As owner of the property on well(s) are to be c sir ucted and operated, I hereby consent to
allow the applicant to construct each in ection well as outlined in this application and ageethat it shall be the
responsibility of the applicant to ensure that the injection well(s) cottforrn to the Well Construction `~itaatdards
(Title 15A. NCAC 2C .0200).
Printed Name anii Title:
Date;
Submit TWO copies of the completed application package, iracltiding all attachments, to:
IiII Program
Aquifer Protection Section
North Carolina L)ENR-I)WQ
1636 Mail Service. Center
Raleigh, NC 27699-16.36
Telephone [phone]
twl I C-5 I/5 T
REOEIV D f D,FNR DWG
A ulFRR .R7 CTlf��N{SECT N

Acme of South Carolina, Inc.
August 19, 2010
Steven DeGeorge
Robinson, Bradshaw and Hinson
101 North Tryon Street, Suite 1900
Charlotte, NC 28246
RE: Letter authorizing you as agent with regards to former Terrell Shell (Incident No. 15677)
environmental matters.
Dear Mr. DeGeorge:
I write this letter to you on behalf of Acme of South Carolina, Inc., hereby authorizing you as
agent for the company with regards to environmental and cleanup matters at the property
formerly known as "Terrell Shell" at 7995 NC Highway 150, Terrell, NC 28682 (NCNENR
Incident No. 15677).
Sincerely,
Mark Roberts
Vice President
4973 Willow Pond Rd. I Gastonia, NC 28056 I 704.854.3399 j Fax: [phone]

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
A. SITE HISTORY
The presence of petroleum -contaminated soil and groundwater was confirmed at the former
Terrell Shell (N35° 16' 40", W81° 3' 42"), located at the intersection of NC. Highway 150 and
Sherrill's Ford Road, Terrell, Catawba County (Figures 1 & 2). Initial soil sampling indicated
soil was contaminated with gasoline -range petroleum hydrocarbons. Hydrocarbon
concentrations from these samples ranged from <10 parts per million (ppm) to 956 ppm as
reported in the 1997 Comprehensive Site Assessment .
In October 2000, a remediation system incorporating components of air sparging (AS) and soil
vapor extraction (SVE) was installed at the site. One purpose of the SVE system was to
withdraw vapors and free product from the subsurface through SVE wells. Historically, there
have been several occasions where the SVE and AS systems have not been operational. Prior
to June 25, 2002, the remediation system had been off for an undetermined amount of time.
The remediation system was restarted in June 2002. The system operated until December
2004 when, by order of the North Carolina Department of Environment and Natural Resources
(NCDENR), directed work was suspended at the site and the remediation system was shut
down. The remediation system was re -started in February 2007 after the NCDENR issued an
order to resume directed work at the site.
B. HYDROGEOLOGIC DESCRIPTION
The site is located at an elevation of approximately 850 feet above mean sea level. The site's
geographic area is characterized by low rounded hills and shallow valleys usually containing
some type of surface drainage. The site appears to be located along the axis of a groundwater
divide that axis divide trends in mostly northwest to southeast.
The site is underlain to at least 70 feet by soils consisting primarily of poorly sorted, medium- to
fine-grained sand size particles exhibiting saprolitic texture with minor feldspar. These residual
soils (saprolite) were derived from the chemical weathering of the underlying parent rock. The
soils observed at the site consist primarily of the B and C Horizons. The B Horizon consist of
resistant minerals, clay minerals, and minor amount of hematite or limonite. The C Horizon
underlies the 13 Horizon and overlies the parent rock. The C Horizon consist of partially
weathered parent rock retaining much of the original structures and textures of the original
parent material. Secondary permeable structures (joints, fractures, and minor schistocity) were
noted in the C Horizon soil exposed along area roadcuts. Bedrock, consisting of mostly quartz
rich, fine grained meta -volcanic or igneous Iithology occurs at irregular depths beneath the site.
1

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
A trace of hydrogeological cross sections is shown in Figure 3. Representative hydrogeologic
cross sections are included as Figures 4 and 5. The cross sections were developed from
limited historical boring logs. The Iithologic contacts shown in the cross sections is approximate
and inferred in some areas.
Monitoring well construction details are included in Table 1 and recent groundwater gauging
data are provided in Table 2. A summary of historical groundwater elevation data is included
in Appendix X. An equipotential map of the water -table surface (surficial aquifer) for April 26,
2010, is shown in Figure 6. Groundwater flow was mostly to the west and northwest that day
which is consistent with historical groundwater flow data. Groundwater generally migrates
radially from a topographic ridge along which NC 150 and Sherrill's Ford Road were built
(Figure 1). Historical groundwater flow directions have ranged from west to northwest of the
site but appears that the plume has migrated primarily to the west (discussed below). The
average depth to groundwater on April 26, 2010 was approximately 39 feet below ground
surface (bgs) at an approximate horizontal hydraulic gradient of 0.013 feet/foot between MW1R
and MWBR (Figure 6).
On April 26, 2010, the hydraulic head at "shallow" well MW1R was 0.43 feet higher than that at
"deep" well MW1D (Table 2), which equates to a downward -directed hydraulic gradient of
approximately 0.01 feet/foot. The hydraulic head at well MW2D was 1.75 feet lower than that
at well MW1D (Table 2), which equates to a downward -directed hydraulic gradient into bedrock
of approximately 0.055 feet/foot. The hydraulic head at well MW2D was 2.18 feet lower than
that at well MW1R (Table 2), which equates to a downward -directed hydraulic gradient of
approximately 0.032 feet/foot between these two wells. Downward vertical gradients have
been consistently measured between MW1R/MW1D and MW1D/MW2D. It is possible the use of
the on -site WSW (WSW-1A) and possibly vicinity WSWs were creating the vertical gradient.
Also the site is positioned on a natural groundwater recharge area where a large component of
groundwater flow is directed downward.
A hydraulic conductivity (K) of 0.65 ft/min was reported for the site in the Corrective Action Plan
dated April 22, 1999. Reportedly, this K value was calculated from rising head slug test data
from performing slug tests on MW3 and MW4. A full copy of the CAP could not be located so
GMA cannot verify that this value is accurate A horizontal groundwater flow velocity was also
calculated in the CAP. Based on that calculation, it appears that 0.65 ft/day was used as K and
the reporting of K in feet/minute was erroneous. Reportedly, the K was calculated based on
pumping tests performed on wells MW3 and MW4. Using a K of 0.65 ft/day, an assumed
effective porosity of 0.2 and the April 2010 horizontal gradient, an average horizontal
groundwater velocity was calculated as approximately 15 ft/year. The depth to water averages
40 feet bgs with approximate 10 foot seasonal changes.
2

UM Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
C. INJECTION FLUID COMPOSITION
The proposed injectant is high concentrations of oxygen delivered by the in Situ Oxygen Curtain
(iSOC). Oxygen will be injected into the subsurface via existing monitoring wells.
Concentrations of oxygen injected will be in the 20 to 40 parts per million (ppm) range.
D. INJECTION RATIONALE
Processes of Natural Attenuation and Biodegradation
Dissolved oxygen (DO), temperature, pH, conductivity, oxygen reducing potential (ORP) and
carbon dioxide measurements were collected from select wells (listed below) during the
groundwater -sampling event conducted on February 10, 2010. Additionally, on February 10,
2010 groundwater samples from select monitoring wells (MW1D, MW1R, MW5R, MW6, MW9R,
MW13 and MW15) were collected to evaluate if the anaerobic conditions exist at the site. The
samples were transferred to Prism Laboratories of Charlotte, North Carolina for analysis of
nitrate and sulfate by EPA Method 300, alkalinity by EPA Method 310.1, and methane by RSK
SOP-75. A summary of historical field collected groundwater quality data is included as Table
3, and field collected and analytical data for NA parameters are included as Table 4.
Table 8 shows a summary of selected parameters that are affected by aerobic (>2 mg/L DO),
anoxic (1-2 mg/L DO), and anaerobic (0 mg/L DO). Dissolved hydrocarbon constituents remain
in the subsurface at the site providing a continued organic carbon food source for microbes.
Natural attenuation and degradation of petroleum hydrocarbons generally utilizes terminal
electron acceptors (TEA) along the following continuum: DO followed by nitrate then ferrous
iron followed by sulfate, and finally methane. Carbon dioxide and methane are produced as a
byproduct of specific biodegradation processes. Changes in alkalinity and pH also occur as a
result of certain biodegradation processes. Methane can be used in methanogenesis to degrade
hydrocarbons under anaerobic conditions.
Aerobic Degradation
DO is an important parameter to monitor as hydrocarbons degrade most readily under aerobic
conditions. In April 2010, measured DO concentrations ranged from 0.30 to 6.4 mg/L. In
general, DO concentrations were lower in April 2010 compared to February 2010 and October
2009 DO concentrations. In source area wells MW1D, MW1R, and MW9R, DO was measured at
less than 1 mg/I in April 2010. This indicates the source area is anoxic or anaerobic. Negative
ORP values measured in these same wells support the assumption that the source area is
3

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
anoxic or anaerobic. Comparing source area DO concentrations to up -and downgradient
concentration indicates that aerobic degradation has occurred in the past. Source area DO
concentrations are generally depleted relative to areas outside the plume. It appears that site
conditions have been historically amenable to aerobic degradation.
Anaerobic Degradation
Parameters to evaluate anaerobic degradation have only been collected once at the site so time
trend conclusions cannot be drawn at this time. As described previously, hydrocarbons
biodegrade utilizing TEA along the continuum of oxygen followed by ferrous iron then nitrate
followed by sulfate and finally methane. A brief discussion of each of these parameters follows.
Ferrous iron concentrations in source area wells are indistinguishable from background well
concentrations. This indicates little iron is present for biodegradation through iron reduction. It
is not likely that iron reducing conditions have been present in the past. Also, it appears that
sufficient dissolved iron concentrations are not present to support future natural
biodegradation.
Source area and downgradient nitrate concentrations are depleted relative to upgradient nitrate
concentrations. This indicates that nitrate has been utilized as a TEA during the biodegradation
process. The depleted downgradient concentrations indicate that low nitrate concentration
water may be migrating out of the source area possibly diluting naturally occurring nitrate
concentrations. Hydrocarbon concentrations have been measured in downgradient wells which
may have also consumed nitrate in the biodegradation process. It is possible that nitrate
containing groundwater may migrate from upgradient areas into the source area. The historical
data show that naturally occurring nitrate is nearly fully consumed in the source area.
Biodegradation, under nitrate reducing conditions, will be limited in the future because of the
relatively low upgradient nitrate concentrations and that nitrate appears to be fully utilized in
the source area under natural conditions.
Sulfate concentrations across the site are relatively equal. The highest sulfate concentration in
February 2010 was measured in downgradient well MW13. The sulfate concentration measured
in MW13 indicates sufficient sulfate to promote biodegradation under sulfate reducing
conditions. However, site wide sulfate concentrations are relatively low and would likely not
support biodegradation under sulfate reducing conditions.
Concentrations of alkalinity and methane measured in samples from MW1D indicate higher
concentrations versus background wells. Methane is produced during certain anaerobic
biodegradation processes. Elevated alkalinity concentrations in MW1D may indicate that
4

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
anaerobic biodegradation has been occurring, or it could be a result of natural geochemistry.
Concentrations of methane concentrations in samples collected from MW1R and MW9R are
relatively low but were detected above background levels.
Summary of Natural Attenuation and Biodegradation Processes
It appears that hydrocarbon concentrations have been reduced on a limited basis by processes
of natural attenuation and biodegradation. Site specific data indicate that biodegradation has
most likely occurred under aerobic or anaerobic (nitrate reducing) conditions. Source area DO
concentrations are depleted relative to background wells. There does not appear to be
adequate nitrate, iron, or sulfate to support continued anaerobic biodegradation. It appears
that enhancing the aerobic conditions at the site will be beneficial to meet groundwater
remedial goals in a time and cost effective mariner.
Aquifer conditions have been amenable to support natural biodegradation. Historical
biodegradation has occurred mostly under aerobic or nitrate reducing conditions. There does
not appear to be sufficient nitrate or sulfate to support continued anaerobic degradation.
Enhancing the aerobic conditions at the site appears to be a cost effective means to help reach
groundwater remedial goals. During aerobic degradation, oxygen is used as an electron
acceptor to ultimately convert hydrocarbons to carbon dioxide and water.
Active remediation across the entire lateral extent of the plume is cost prohibitive. The
groundwater remedial strategy is to remediate the source area and allow processes of natural
attenuation and degradation to address the downgradient portions of the plume. Remediating
the source area will also allow uncontaminated or less contaminated groundwater to migrate
downgradient thus increasing contaminant dispersion and dilution. The basic source area
remedial strategy is to provide additional oxygen to enhance the aerobic degradation processes.
A traditional means to supply oxygen to the subsurface is the use of an AS system (such as the
one installed on -site). The current AS well configuration is not adequate to address the on -site
lateral and vertical extent of the dissolved phase hydrocarbon plume. AS can only deliver DO
concentrations to the theoretical solubility limit of oxygen in the injected medium (i.e., 8-10
mg/L). Available site -specific data can be used to estimate DO concentrations that could be
delivered by an air sparge system. Such data show that the ambient DO is consumed relatively
quickly under natural conditions in the subsurface and that DO is limiting. There are also
natural oxygen sinks (e.g., total organic carbon, TOC) that further reduce the available DO for
biodegradation. With the predominant soil types at the site, the TOC may be relatively
elevated. At a minimum, increasing DO concentrations above ambient conditions will be highly
beneficial. In general, the more DO that can be delivered to the subsurface the shorter
5

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
timeframe to reach groundwater remedial goals. A system that could provide high
concentrations of DO (i.e., >20 mg/L) would be highly beneficial.
It is proposed to enhance the aerobic conditions at the site using the iSOC system. The iSOC
system is a proprietary gas delivery system that infuses oxygen (or any gas) into liquid. It has
been shown to be able to deliver high DO concentrations (40-60+ ppm) to the subsurface. The
DO concentrations delivered are dependent upon the depth the unit is installed. The deeper
the unit is installed, the more oxygen that can be delivered. The technology is relatively simple
to implement and maintain.
E. INJECTION PROCEDURE AND EQUIPMENT
The basic components of the iSOC system are the gas diffusion apparatus and an oxygen tank.
The oxygen tank is typically connected to the iSOC system with a pressure regulator and 1/4
inch outer diameter polyurethane tubing. The iSOC apparatus is installed into a monitoring or
recovery well and is secured with nylon coated wire. A pressure regulator is installed on the
oxygen cylinder which delivers the oxygen to the diffusion system apparatus. The system
delivers high concentrations of oxygen to an approximate 15-20 foot radius around the well.
Due to the high concentrations and persistence of the delivered oxygen, DO migrates
downgradient with groundwater flow.
The iSOC system will target the on -site source area. Based on information provided by
inVentures, five iSOC diffusion systems will be adequate to address the remaining source area.
It is proposed to use existing monitoring wells at the site as the delivery wells. Trenches will be
installed from monitoring well vaults to AS well heads to allow polyurethane tubing to be
installed through the existing AS piping system. Monthly maintenance visits will be required to
check the status of the iSOC system and change out oxygen cylinders as necessary.
The iSOC design includes the use of the five iSOC diffusion devices connected to a common 300
ft3 oxygen cylinder. A second cylinder will be stored on site as well to provide a backup. The
oxygen cylinders will be installed within the treatment compound area. The oxygen cylinders
will be stored and secured with steel chains or other appropriate measures. Given the
apparent historic theft at the site, extra efforts will be made to secure the treatment compound
area and the oxygen cylinders.
It is proposed to install the iSOC units in existing wells MW1D, MW1R, MW2D, MW2R and
MW9R. This should provide adequate coverage of the source area across the vertical and
lateral extent of the source area. Samples from three of the MWs (MW1D, MW2R and MW9R)
contain the highest measured hydrocarbon concentrations in April 2010. Recent groundwater
6

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
gauging data show approximately 10 feet of water column in MW2R and 15 feet in MW9R.
These relatively small water columns will reduce the DO concentrations the iSOC can produce.
However, the large water columns present in MW1D and MW2D should allow the iSOC to
provide high concentrations of DO. Presumably DO will migrate horizontally with groundwater
and up vertically based on the vertical gradient and buoyancy of oxygen bubbles. This
configuration of iSOC placement should provide adequate source area coverage initially.
Installing the iSOC units in the monitoring wells will require installing trenches from the
monitoring well vaults to AS vaults. The trenches will allow the iSOC tubing to be installed
through the existing AS trenching network. It is anticipated the trenches will be approximately
one -foot deep and one foot wide. A schedule 40 PVC pipe will be laid in the bottom of the
trench which will act as a protective conduit for the iSOC tubing. Native material removed
during trenching will be used to backfill the trenches unless contaminated soil is encountered.
If contaminated soil is encountered, clean backfill will be transported to the site to use as
backfill material. After the trenching is complete, the asphalt will be repaired. The asphalt
currently requiring repair at the site will also be repaired at the same time. The asphalt repair
currently necessary will be bid out with the remedial system construction (Section 4.2).
The design is based on remediating the source areas and immediate downgradient areas. As
un-impacted groundwater migrates through and from the source area, the hydrocarbon
concentrations in downgradient portions of the plume should begin to decline. Another benefit
of a product such as the iSOC system is that it can be moved to various delivery wells. As
remediation progresses the locations of the iSOC units will be evaluated and modified to
optimize the oxygen delivery. As described previously, downgradient portions of the plume will
be addressed by the downgradient migration of unimpacted groundwater and DO and by other
biodegradation mechanisms.
Limitations to the use of the iSOC system include the production of iron oxide precipitates and
DO consumption by TOC. The formation of iron oxides can lead to well fouling and reduce the
effectiveness of the iSOC system. Dissolved iron measurements collected during April 2010
sampling event indicate relatively low dissolved iron concentrations reducing the potential of
iron oxide precipitates. These data will continue to be collected in future sampling events to
evaluate the formation of iron oxides. TOC has not been measured at the site but it is assumed
to be relatively high at the site given the predominant soil types. High TOC concentrations will
utilize DO, reducing the effectiveness of the iSOC system.
Prior to installing the iSOC systems the existing AS wells will be developed with a surge block
and submersible pump. During operation of the iSOC system, the units will be inspected
quarterly to check for the formation of iron oxides on the units. If iron oxides have formed, the
7

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
units can be cleaned with a low pressure spray wash. It is critical to maintain a good
connection between the iSOC treatment wells and the aquifer. If significant iron oxides are
noted on the iSOC units, the AS wells will be developed as described above to maintain a good
connection between the aquifer and iSOC delivery well.
F. MONITORING PLAN
To track the effectiveness of the proposed groundwater remedial technology (i.e. deliver of high
DO concentrations), it is proposed to initiate a limited quarterly groundwater sampling program
on select monitoring wells. This will be coupled with ongoing comprehensive semi-annual
groundwater sampling events. It is anticipated that the downgradient effects of the proposed
remedy will not be seen for at least one year. Therefore, comprehensive semi-annual
monitoring will be adequate to track trends in hydrocarbon concentrations.
Samples will be collected quarterly from wells MW1R, MW1D, MW5R, MW6, MW9R, MW13, and
MW15. All samples will be analyzed for VOCs by EPA Method 6200B, sulfate and nitrate by EPA
Method 300, alkalinity by EPA Method 310.1, methane by RSK SOP-75, dissolved iron by an
appropriate method, biological oxygen demand (BOD5) and chemical oxygen demand (COD).
Prior to purging, groundwater quality parameters including DO, pH, conductivity, ORP, and
temperature will be measured with a downhole water quality meter.
All site monitoring wells will continue to be sampled semi-annually for VOCs by EPA Method
6200B. The water quality parameters listed above will be measured in a smaller subset of the
monitoring well network. The subset would minimally be the seven targeted wells listed above.
Vicinity WSWs will continue being sampled on a quarterly basis for VOCs by EPA Method 6200E
and ethylene dibromide by EPA Method 504.1.
After the first year of monitoring, the sampling plan will be evaluated and optimized to minimize
monitoring costs while maintaining the ability to track the effectiveness of increasing the DO
concentrations. The first year monitoring plan including the number of samples per well and
per analysis is provided as Table 5.
8

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
G. WELL DATA
Please refer to Tables 1 and 2 for this information. All tables included are"
1. Summary of Monitoring Well Construction Details
2. Summary of Recent Groundwater Elevation Data
3. Historical Summary of Field Collected Water Quality Data
4. Summary of Field Collected and Analytical Data for Natural Attenuation Parameters
5. Proposed Monitoring Plan
6. Summary of Groundwater Analytical Data
H. MAPS
1. Site Location
2. Site Map
3. Hydrogeologic Cross Section Location
4. Geologic Cross Section A -A'
5. Geologic Cross Section B-B'
6. Equipotential Map — 4/26/2010
7. Estimated Horizontal Extent of Benzene at Concentrations Greater than the 15A NCAC 2L
standard, 4/27/10
8. Estimated Horizontal Extent of Toluene at Concentrations Greater than the 15A NCAC 2L
standard, 4/27/10
9. Estimated Horizontal Extent of Ethylbenzene at Concentrations Greater than the 15A NCAC
2L standard, 4/27/10
10. Estimated Horizontal Extent of Total Xylenes at Concentrations Greater than the 15A NCAC
2L standard, 4/27/10
11. Estimated Horizontal Extent of MTBE at Concentrations Greater than the 15A NCAC 2L
standard, 4/27/10
12. Estimated Horizontal Extent of Naphthalene at Concentrations Greater than the 15A NCAC
2L standard, 4/27/10
13. Estimated Horizontal Extent of IPE at Concentrations Greater than the 15A NCAC 2L
standard, 4/27/10
14. Remedial System Well Locations
15. Locations of Water Supply Wells
9

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
Tables
10

Table 1
Summary of Well Construction Details
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
onitoring F'
°- ! , Welk ,
r
a 1 Dade ,'
',Construction
Elevation of '
Top of Casing
v (feet)
• Well. -__.:Screened
Depth
(feet BLS)
Interval'
(feet BLS)
MW1
2/1/1996
99.90
40.3
30.3-40.3
MW1 R
5/5/2001
99.61
50.7
30.7-50.7
MW2
3/1/1996
98.51
37.85
27.85-37.85
MW2R
5/5/2001
98.17
48.4
30 to 50
MW3
3/1/1996
100.13
41.5
31.5-41.5
MW3R
5/5/2001
100.17
50.7
30 to 50
M W4
3/1/1996
101.73
44.6
34.6-44.6
MW4R
12/15/2002
101.83
55
40-55
M W5
7/1/1996
101.11
43
33-43
MW5R
12/18/2002
100.61
55
40-55
MW6
11/1/1996
96.49
44.85
34.85-44.85
MW7
10/29/1996
98.98
44.95
34.95-44.95
MW8
on or prior to 11/01/99
99.97
<45
<35 - <45
MW8R
12/18/2002
99.36
56
41-56
MW9
on or prior to 11/01/99
101.22
45.28
unknown
MW9R
12/15/2002
101.52
55
40-55
MW10
on or prior to 11/01/99
98.14
45
? - 45
MW11
5/8/2003
97.82
55
40-55
MW12
4/13/2009
102.55
51
40-55
MW13
9/23/2009
101.92
80
75-80
MW14
9/23/2009
102.71
60
45-60
MW15
9/23/2009
102.39
48
38-48
M W 9 6
2/9/2010
96.55
50
35-50
MW1 D
on or prior to 12/01/96
100.08
70
65-70
MW2D
on or prior to 12/01/96
100.18
105
100-105
MW12D
9/23/2009
102.33
110
105-110
MW-REC1
on or prior to 8/01/96
99.82
45.2
35.2-45.2
MW-RECI-R
12/15/2002
100.37
52
40-52
VEW-1
12/4/1996
99.56
37
27 - 37
Notes:
Data prior to 7/1/02 obtained from Terraine, Inc. reports
Top of Casing Elevations measured to arbitrary site datum
BLS = below land surface
T:\100s\162\17 (Terrell's)\UIC Permit Application\16217 UIC Permit Tables 0810 Page 1 of 1

Table 2
Summary of Recent Groundwater Elevation Data
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
Well
"¢ .
Top;,of
Casing t
4 °Depth',
to Water'
Elevation
of'Water
'Depth ;
"to Water
Elevation
::;of Water '
Depth
%to Water!
Elevation _;
of Water
_
x , _ . April 1.3,; 2009f .4 y
fi October 14,.,2009 .
'. Apri126, 2010 ; 5:
MW1D
100.08
43.24
56.84
42.00
58.08
38.93
61.15
MW1R
99.61
42.80
56.81
41.33
58.28
38.03
61.58
MW2D
100.18
43.60
56.58
42.43
57.75
40.78
59.40
MW2R
98.17
41.31
56.86
39.83
58.34
36.85
61.32
MW3R
100.17
43.36
56.81
42.02
58.15
39.16
61.01
MW4R
101.83
45.05
56.78
43.64
58.19
40.59
61.24
MWSR
100.61
43.49
57.12
41.57
59.04
39.31
61.30
MW6
96.39
39.45
56.94
37.97
58.42
35.43
60.96
MW7
98.98
NG
NG
NG
NG
NG
NG
MW8R
99.36
42.91
56.45
41.66
57.70
39.22
60.14
MW9R
101.52
44,77
56.75
43,32
58.20
40.17
61.35
MW10
98.14
41.26
56.88
39.86
58.28
37.11
61.03
MW11
97.82
40.96
56.86
39.71
58.11
37.29
60.53
MW12
102.55
45.81
56.74
54.90
47.65
Dry
Dry
MW12D
102.33
NI
NI
45.09
57.24
41.79
60.54
MW13
101.92
NI
NI
43.84
58.08
40.73
61.19
MW14
102.71
NI
NI
45.15
57.56
42.04
60.67
MW15
102.39
NI
NI
44.66
57.73
41.26
61.13
MW16
99.56
NI
NI
NI
NI
36.00
63.56
MWREC1
99.82
NG
NG
NG
NG
NG
NG
Notes:
All measurements taken from top of casing.
Elevations of tops of casings as reported by Terraine, Inc. and GMA.
Elevation of top of casing of MW6 re-established at 96.39 ft after repairs 4/22/08.
NI - Not Installed
NG - Not Gauged
MW1, MW2, MW3, MW4, MWS, MW8 and MW9 were replaced with
MW1R, MW2R, MW3R, MW4R, MW5R, MW8R, and MW9R in 2061
T:\100s\162\17 (Terref's)\UIC Permit Application\16217 UIC Permit Tables 0810 Page 1 of 1

Table 3
Historical Summary of Field Collected Groundwater Quality Parameters
Former Terrell Shell
NC 3.50 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
z- ,WeII
P i t, `
Efate
4 ,D
y
7 n.00 ...i.
`
9/12 �`
C0Z
- (mg/1),
ORP
(millivolts)
ptI
:.
Temperature
(°C) .
Conductivity
(etrnhs)l ,
MW1D
8/9/2000
6.6
NM
NM
10.21
22.2
28.6
10/30/2000
3.9
NM
NM
10.34
17.7
25.3
2/2/2001
4.9
NM
NM
10.05
18.0
23.2
6/21/2001
3.2
NM
NM
11.47
16.3
90.9
7/9/2002
0.4
<1.25
-75
12.12
18.2
898
10/23/2002
0.9
<5
0
9
17.2
393
4/30/2003
0.4
0
-24
10.6
17.8
600
12/8/2003
0.3
<1.25
-56
11.42
17.0
727
4/15/2004
24.5
<5
-12
11.98
17.2
353.0
10/10/2004
4.1
<5
-82
12.26
17.9
848.0
4/18/2007
1.1
10
218
11.86
18.9
1794
11/20/2007
1.14
15
-4.4
7.43
18.9
239
4/22/2008
1.45
5
-68.5
7.9
18.8
613
10/2/2008
0.22
5
-201.2
11.B
18.9
2182
4/13/2009
0.90
NM
143.3
11.7
18.6
215.5
10/14/2009
1.71
5
4.7
9.5
17.1
931
2/10/2010
2.56
5
-50.7
11.7
18.9
740
4/26/2010
0.42
5
-123.7
12.2
18.9
2331
MW1R
6/21/2001
4.4
NM
NM
5.32
18.7
5.5
7/9/2002
0.7
110
153
5.11
19.8
12.2
10/23/2002
1.5
90
235
4.56
17.1
19.5
4/30/2003
0.4
75
198
5.06
17.9
16
L
12/8/2003
0.3
85
172
4.91
17.1
18.2
4/15/2004
14.9
85
-899
5.35
16.7
106.0
10/10/2004
3.9
75
159
5.11
17.9
79.0
4/18/2007
0.4
60
208.1
5.43
19.1
93.0
11/20/2007
2.15
10
23.1
5.28
18.9
206.0
4/22/2008
1.77
10
-51.2
4.68
19.9
-67.0
10/2/200B
0.47
10
14.3
4.9
18.9
160
4/13/2009
2.80
5
49.0
5.5
18.7
143.0
10/14/2009
2.43
10
-88.5
5.2
16.8
156
2/10/2010
1.86
5
-49.5
5.1
15.4
150
4/26/2010
0.30
10
-75.6
7.5
18.9
65
MW2D
7/9/2002
5.4
35
59
7.35
19.7
163
10/23/2002
3.4
25
-34
6.67
16.9
115
4/30/2003
3.3
25
117
7.14
17.7
61.8
12/8/2003
3.8
20
84
7.28
16.8
102
4/15/2004
15.3
35
147
6.85
16.1
86.9
4/18/2007
2.8
30
208.4
5.82
19.0
230*
11/20/2007
2.69
20
-17.7
6.26
18.05
140
4/22/2008
2.68
5
-50.1
6.64
18.5
104
10/2/2008
0.58
5
-275.8
5.9
18.8
94
4/13/2009
2.86
5
68.4
5.9
18.6
5
10/14/2009
3.5
10
-11.7
6.2
17.2
102
2/10/2010
NM
NM
NM
NM
NM
NM
4/26/2010
3.0
10
93.5
6.0
18.5
349*
MW2R
6/21/2001
4.7
NM
NM
9.85
18.8
5.4
7/9/2002
0.8
105
155
4.9
18.7
7.5
10/23/2002
0.3
55
184
4.38
17.8
13
4/30/2003
0.4
110
207
4.96
18.2
16.6
12/8/2003
0.4
95
188
4.76
17.3
19.5
4/15/2004
4.8
70
145
5.13
17.7
19.8
10/10/2004
6.1
80
127
4.99
18.2
23
9/18/2007
2.6
10
188.1
4.94
19.1
51
11/20/2007
5.14
5
-120.6
5.23
19.2
36
4/22/2008
1.81
10
-174.6
4.9
19.3
194
10/2/2008
2.77
5
16.2
9.5
19.0
28
4/13/2009
1.88
5
43
4.9
19.0
56
10/14/2009
4.9
5
63.9
5.0
13.9
60
2/10/2010
NM
NM
NM
NM
NM
NM
4/26/2010
0.19
15
-22.8
4.8
19.0
21
T;,1405,1621,17 (Terreirs)WIC Permit Application\16217 VIC Permit Tables 0810 Page 1 of 3

1005\162\17 (Terrefrs)IUIC Permit Applptionl16217 UIC Permit Tables 0810
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fD ▪ ID
rrP -4 Z • 4, '0O
G.
V =
co
LT 1
a
0
v
1
m
3

•
Table 3
Historical Summary of Field Collected Groundwater Quality Parameters
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
Wel
.,�:'. c_.
Date
_ � �
DO
. £
•mg/L)
aCO
�.(mg/L).
AI2P
axe[`'
(milliVOlrs)
, PIl
.�.. : :-" .<
Temperature
4
�. i(G�'}�`�
Coriduct�tvttya_
g
°�'(umhas)k'`."�.
33.7
MW9R
4/30/2003
0.5
75
164
5.66
17.7
12/8/2003
0.4
95
148
5.52
17.4
52.1
4/15/2004
9.6
55
47
5.73
17.7
39.0
10/10/2004
5.1
95
20
5.95
17.7
60.0
4/18/2007
5.8
NR
363.1
6.04
16.9
0.0
11/20/2007
4.04
45
-1.6
5.26
19.0
45
4/22/2008
2.21
10
-66.4
5.1
19.5
87
10/2/2008
0.68
5
-125.9
4.8
18.6
72
4/13/2009
1.02
5
13.9
5.1
18.3
81
10/14/2009
3.1
5
69.8
5.2
14.5
84
2/10/2010
1.9
5
150
5.4
16.3
159
4/26/2010
0.71
10
124.9
5.8
18.5
203
MW10
8/9/2000
4.7
NM
NM
5.01
21.3
4.6
10/30/2000
3.0
NM
NM
4.65
19.0
5.9
2/2/2001
1.7
NM
NM
4.65
18.7
4.2
6/21/2001
4.3
NM
NM
4.9
19.0
4.4
7/9/2002
0.6
140
207
4.88
18.8
14.5
10/23/2002
1.3
120
236
4.55
17.8
43.02
4/30/2003
0.9
125
191
5.29
18.4
17
12/8/2003
0.6
120
179
5.08
17.4
22.4
4/15/2004
9.8
90
153
5.44
10.2
56.6
10/10/2004
3.8
55
150
5.12
18.2
13.8
4/18/2007
1.1
15
149.2
4.96
19.1
50
11/20/2007
2.78
30
-46.0
5.22
19.2
40
4/22/2008
1.35
5
-53.1
4.89
19.6
56
10/2/2008
2.7
5
-137.8
4.93
19.2
53
4/13/2009
6.89
5
16.9
5.5
19.0
172
10/14/2009
6.5
5
179.2
6
16.4
215
2/10/2010
NM
NM
NM
NM
NM
NM
4/26/2010
0.16
5
209.8
5.7
19.1
135
MW11
12/B/2003
0.9
65
194
4.94
17.2
38.6
4/15/2004
9.9
60
151
5.50
17.1
30.4
10/10/2004
6.4
105
112
5.18
18.1
24.7
4/19/2007
3.3
35
109.5
4.69
18.6
44*
11/20/2007
5.83
10
-52.3
5.05
17.5
66
4/22/2008
4.48
10
-182.1
4.79
19.6
241
10/y2008
7.8
5
176.7
4.6
18.6
41
4/13/2009
6.62
5
148.9
6.5
18.4
148.9
10/14/2009
5.8
5
23.1
5.0
17.2
-77
2/10/2010
NM
NM
NM
NM
NM
NM
4/26/2010
6.1
5
270.2
4.6
18.6
74
MW12
4/13/2009
8.09
5
72.9
6.5
17.6
181
2/10/2010
NM
NM
NM
NM
NM
NM
10/14/2009
6.5
10
-36.8
6.1
17.3
*
MW12D
10/14/2009
3.1
5
160.4
8.5
16.4
4/26/2010
4.3
10
68.2
6.0
17.2
253
MW13
10/14/2009
1.56
5
126.3
6.5
15.6
204
2/10/2010
1.26
15
56.2
6.5
16.6
166
4/26/2010
0.30
10
55.2
6.7
18.0
181
MW14
10/14/2009
6.8
5
1.2
5.2
16.5
60
4/26/2010
7.6
10
42.6
5.3
16.9
55
MW15
10/14/2009
6.7
5
69.7
5.4
14.3
76
2/10/2010
8.7
5
116.1
5.3
9.92
55
4/26/2010
6.4
5
116.5
5.1
16.6
203
MW16
2/10/2010
8.96
5
220.8
6
11.8
121
MW = Monitoring Well
DO = Dissolved Oxygen
CO2 = Carbon Dioxide
mg/L = milligrams per liter
pH measured in standard units
FP=Free Product
* readings would not stabilize
NM - Not Measured
TA10051162\t7 (Tezteu's)1UIC Permit Apphtation\16217 UIC Permit Tatilo. 0810 Page 3 of 3

Table 4
Summary of Field Collected and Analytical Data for Natural Attenuation Parameters
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
Nattir611 endatian .. , .,
Milk '-':"""
r•;,,,,,,A:.,''.:z,,, -.0,-,
P6-.te::,....f, ..,1(1,191'.0.,'ImAIL`i.
,
...,..,RTEX ..„..,,,,po,,,,,,,:,.,,
:.--`E'-',
1, ' ,
, •
, .. "
Co.:.,1:42 .
(mill_.)
., .-- • ,
' ,-!--;,:',,,-,-
,„.t., ORP:
•'••(riiiii)..
' ,'-c•-•.,
_ ni.,-
,:t:'--11=-.?t.'
- -
,Temperatur,e,t,:cotiOctIvi
-.-..- ; .
2--- ,..' f(Cs. )--....•?"--,
-- - • -Iv
,
: , ,q,...,., ,.,,,,.,,,
(u--;-?1111/,..9:' '
'..- , ,
'ir,.,„-• -,
..y.....,,'
"trn- 9'1:?:-,`-::',
Nitrate- •1-!-
,..'
(mg/L)
Sulfate
,-, ,.. i
,::(frigiq,,:.-1:kpgli..)
Methane''
t, ---- --,
..,..-, •,,' i.(mg/L)
-
:i
Alkalini
'•
-
:
,,,,
,- _. 7-, -
,:';
r,-1,-,-,;!...•;, .
.....:=----..--- '-=' ..---,.. -7,,'-'' Upgradient Wells . • - -
MW5R
2/10/2010
9.02
5
43.5
4.5
12.0
45
0.503
5.5
43
<0.187
0.91 J
4/26/2010
ND
4.8
15
180.6
7,4
16.7-
73
_
-
.
-
MW6
2/10/2010
-
8.92
5
_
187.7
4.3
14.2
64
0,20
2.3
5.3
<0.187
<5.0
4/26/2010
ND
-
5
289.8
4.4
19.2
87
-
-
-
-
, - . - -, . • •,
, ,.......„ • - -
- '
_•,. 7 4-, .-,:, ",i,"- - -- , ;'• s"- Zr- • Source Area Welis . .. , .
MW1D
2/10/2010
-
2.56
5
-50.7
11.7
18.9
740
0.15 J
.029 J
6.8
0 .547 J
210
4/26/2010
18,460
0.42
5
-123.7
12.2
18.9
2331
-
-
-
-
-
MW1R
2/10/2010
-
1.86
5
-49.5
5,1 '
15.4
150
1.7
.040 J
5.1
<0.187
6.6
4/26/2010
5,370
0.30
10
-75.6
7,5
18.9
65
-
-
-
-
MW9R
2/10/2010
-
1.9
5
150
5.4
16.3
159
1.5
0.19
r- 5.9
3.97 J
56
4/26/2010
21,190
0.71
10
124.9
5.8
18.5
203
-
-
.
-
-
-Downgradieint'Well§'-
•-7.: r.. - - -
MW13
2/10/2010
-
1.26
15
56.2
6.5
16.6
166
1.6
.0463
41
<0.187
140
4/26/2010
1,464
0.30
10
55.2
6.7
18.0
181
-
-
-
-
-
MW15
2/10/2010
-
8.7
5
116.1
5.3
9.92
55
3,5
.0993
5.4
<0.187
13
4/26/2010
ND
6.4
5
116.5
5.1
16.6
203
ND - No BTEX compounds detected above compound specific method detection limits.
DO - Dissolved Oxygen
CO2 - Carbon Dioxide
ORP - Oxidation Reduction Potential; mV - millivolts
pH measured in standard units
- microgram per liter
mg/L - milligrams per liter
indicates parameter was not measured on listed date
•
T:1100s1162117 fTerrell'sMIC Permit Aniication116217 WC Permit Tables 0810
Page 1 of 1

Table 5
Proposed Annual Monitoring Plan - Year 1
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
L':4•'°'-,..:','.'.,V°.::' O;-- S-',,.F-Y-P,-- "9.
6206B
--\.--.fEth..'yl-e-ne:
Li,r°914:
504:4
Groundwater
--X191',41'EPA30i
Parameters
.•7^''S'u'-.-- ifa„% t.o•'
,
--. --N,k---i-t•:e :r'`-a° ,v1.to-
EPA305:E0A310A
_
,,'--Alkalinity
:.
Methane
'-
RSk85P45-'irii
-Ij,
r'-e'rr-,'' ,o'n' u,' s
Biological."
Demand
C;'.-he m••••°, ic°,.aL
,0xypru
Demandc
,--:9-::.--.., '
z:z7;,:L',.::::,:-.1:,..,-%--
i..;'..:::1,- .'
- :, : 0.6 rfdr I v; Mii ii i to e d WalIS -", .,
r ,t,,, -- rl,', . ,n, - 51- :` c,- '
Y-. -- :
'
-7.:fi
MW1R
4
-
4
4
4
4
4
4
4
4
MW1D
4
-
4
4
4
4
4
4
4
4
MWSR
4
-
4
4
4
4
4
4
4
4
MW6
4
-
4
4
4
4
4
4
4
4
MW9R
4
-
4
4
4
4
4
4
4
4
MW13
4
-
4
4
4
4
4
4
4
4
MW15
4
-
4
4
4
4
4
4
4
4
WSW1
4
4
-
-
-
-
_ -
-
-
WSW1A
4
4
-
-
-
-
-
-
-
-
WSW2
4
4
-
-
-
-
-
-
-
-
WSW3
4
4
-
-
- _
-
-
-
-
-
WSW6
4
4
-
-
-
-
-
-
-
-
°:_
., „i: ... ,:1Sertii7Atinual, MoriitcirdliVells.
,'. ..,'. _ ' •_''...... - ' '
.-:- ---:
:-
- -"'„ '
-,,'"
'.:-.:'
MW2R
2
-
2
-
-
-
-
-
-
MW2D
2
-
2
-
-
-
-
-
-
-
MW3R
2
-
2
-
-
-
-
-
-
-
MW4R
2
-
2
-
..
-
-
-
-
-
MW8R
2
-
2
-
-
-
-
-
-
-
MW10
2
-
2
-
-
-
-
-
-
_
MW11
2
-
2
-
-
-
..
-
..
_
MW12
2
-
2
-
-
-
-
-
-
-
MW12D
2
-
2
-
-
-
-
-
-
-
MW14
2
-
2
-
-
-
-
-
-
-
MW16
2
-
2
-
-
-
-
-
-
-
Totals
70
20
-
50
28
28
28
28
28
28
28
T:110051162\17 (Terrellis)\UIC Permit Apolication116217 UIC Permit Tables 0810
Page 1 of 1

Table 6
Summary of Groundwater Analytical Data
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
rf Sample
�
• :Locations:
-;S8rnp14' '
tee
r"
`Be[ne
�;1
e` c
_To(ue
Ethty
.,bezene
..-. - ,
Wanes
r :MTBE,
EDB
..IPA
3-,"11r
NaphThene
21.G 01SlaClS
N9L,-,r
600•!Y,
' .4:40 :
50s.a.
sQ0004'F•
1-. 0a±s u':ta&'-i,
t.`
-
MW1
1/14/1999
FP
FP
FP
FP
FP
FP
FP
NA
8/8/2000
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
10/29/2000
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
2/1/2001
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
MW1R
6/20/2001
-="24,000 -;--
: t:36,400 ;.-
- ..2,27Qi-.
-r �19,80014 •
,'n":42,000= C
ND
�. 2,590,'-._.1
NA
7/8/2002
•,': -22;000: a;;
.E'35,000,-.
:. 2;800 R
l .,.14i000 z
r4'43,000 r7:','
ND
;.:3;100 ' i
NA
10/22/2002
:521;000.'-
:'ti34,000
:.[-.. 2,200 ;w
212,000
72,.:38,000='-'-
<100
, 2,800 h,;
NA
4/29/2003
;:n:e24;000....'
50,000_ �:'
-'2r600 .._,>�.-14,000;?:
..:-34,000:--
<100
a--:3,000,'•..1
NA
12/7/2003
r..:'6,9001.:;]4
. s•Y'•9;500
,,':•,Y•E500k 4,,i1
asr:2,900
18,000s %.
ND
,:i1,200 ":.:,
NA
4/15/2004
=.;4,200',•:",'
.4,..,5;500
: - 260 P:n9
s 1,'1;900 f
-.z-12,000':`
<100
,.870 ;l"
NA
10/9 2004
3300, 1;
3,600
210' .,.,':
r 390'
8'
<100
:630
:: .
4/17j2007
E a°,3,000:c: '
4' ,.4;600,
340
,i2;400'W '
4200
1400 ' u
<100
)::"A90]
;10
1,100 ••
11/20/2007
','1j100 :-
-1;800
140
- ,7'1;060
.-k200.,.i.
<40
''180]
..320? -
4/21/2008
-, 2,700, '1
4200
250
1,850
.4,300 rv:
<40
.410
1r800 .7..,
10/1/2008
..3,100'^
.r- 4800..? A
320
•.;,24.011..n
. ._ 51900
<40
`.,550,
1,500.: 1.
4/13/2009
-`-2,400' i'
- '3 3;800 _-:.
360
,";,2,800_h
T 4,9005E::.
<40
,.:440 _ :
r"-' 1,600: � v,
10/15/2009
; 20;,207."
"::3,100
_,810 .^
- s 6;400; . >
3t100.Y_ .,:
<40
l'n,c=i 370
' 1 600- : ;
4/26/2010
�'L-:830 :?.'
3->1900 -:f`
240
7, r2i400_- _
,.::.1;30D; ''w,
NA
,1803i_i
`::i y490 .�ti
MW1D
11/3/1996
Vic'-r523 :-
912
1'. '',351 ..._
. w1'270^�_ ,
_._ 1;928:..
NA
_>•3. 130,:i,
NA
2/25/1999
=:ii`',.: 4 : _5
4.2
ND
ND
".316;;,1-
ND
24.7
NA
8/8/2000
ND
2.6
ND
ND
Tv. 440i0S- s:'.
ND
`*.• 120.0 -•-':':
NA
10/29/2000
ND
2.6
ND
ND
y� 44933• -'-
ND
49.5
NA
2/1/2001
.. 21 -irk;.'
'4,7
S0
10
120
a,4,600,n`:,
ND
._`:640'_
NA
7/8/2002
-`1:::,490� , =;
260
••,'7::,37 .f.
190
•- 1,900 :.
ND
', . :180 ....
NA
10/22/2002
'.>.1:,, 950 ''-L'
590
' '.56 ;
34-0
1:3,000''"-,
<10
L.." . 280.d..
NA
4/29/2003
,.,i,'1950c t ;.'
830
, ::`. 74 ro _�
510
_'F a3 200 aa1
<10
."' F ; 280•la .�'-:
NA
12/8/2003
.. ? ' 130 °'�
59
<1
75
".3;200 '�
<1
4:100 - ;'
NA
4/15 2004
'_i 7,1,600...
ri..'-2;101I
:,,,'-160r_:`
4-,E840. = .
'' '1,300; `..
<10
. 270'..''...
NA
10/9/2009
?5,400 ;..iy'
.,':.6;500,<..
- ilif 520n.P
i,2;:760"
µ -9 700 ,�.
<10
_r ,-' 770., L.
': 140•'1'--
4/17/2007
65,600
'4;300
440
'rr 3,400_
;9,6005
<10
, 730 ;'•
-< 5300'
11/19/2007
1:7,300•,'
__..;8,000-
r
''_:750. '
.4 .,,.,600r
11.;000 .:
<40
...970
- :600 �,'•
4/21/2008
* ;4,500 ;'
O. " 4;8.00 .A
400
2,6701
7r300s z
<100
' ,.570
790 .:
10/1/2008
•5,100. .. -
i. .' •34,600'
130
_,780'.-,
1
' 9L100 ,r-'
<100
-.740 •-. • _
540 •t, .;:
4/13/2009
<zi:5,400"-',:"
-T:•5,600 ': -Y
370
_::;2;710'',--
7;900;:.:a;
<100
•700 4'- ""
,7.720 .51:
10/15/2009
; -1 7,900. 6E
.,,-9;6.00 ..-
" .,Fti820 .i
?51300" a .
::H8,8001,-f::.
<100
k.:,'950a�
'' .,710,` 't.
4/26/2010
_ ;6,100 '4.
-"'':6;900
%-'660 F . '-
,-"'4,800'` _...
J'-6;800--':
NA
w: 820
. '600:..=-.
MW2
5/25/1996
,-5,423
^.:6,0531
;-853,
280
7.299
ND
144
NA
I/14/1999
.: d:: 279 c1C',
356
ND
60
124.299. - i,
ND
'154
NA
8/8/2000
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
10/29/2000
Dry
<1
Dry
Dry
Dry
Dry
Dry
NA
2/1/2001
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
MW2R
6/202001
'-24 9 r
12
9.3
22.9
='262 . £
ND
7., 149 . ? ,
NA
7/8/2002
ti'880_ r ;i
32
93
160
,7'350 ,' f
ND
:.:180 .
NA
10/22/2002
"..``-in 550
12
r •->48 z _
110
300^5-
<1
NA
4/29/2003
%'-2,5D0 Y„
310
230
820
, z3801-
<10
r ,.'270 1~1
NA
12/7/2003
--_' 930 , a4
- :.,J1;600 ,
:51,90'`' gi
. 1, r 950,- 5
3 . - '44W. V"
ND
:4260 _ :'
NA
4/15/2004
" 2.s13,100 j..
-F.5,100
x 1370 �'
_" r1;900'±
1_'„'650 ;_p •-'.
<10
i;' 350 nr .;
NA
10/9/2004
''__--' SS.:; . '
38
5.1
29.9
27.0
<1.0
13.0
<5
4/17/2007
Wi;..+u:22:"',ra?';:
<1
<1
5.6
16.0
<1
6.3
<1
11/20/2007
"-`:60.::<.;::,:
<1
<1
7.3
23
<1
10
<1
4/21 2008
Fa t'.f41.•f'-1.--
<1
<1
6.9
17
<1
6.1
<1
9/30/2008
-' t;17' 4l', :::
<1.0
<1.0
1.43
7.4
<1.0
3.43
<1.0
4/13/2009
-:19';- =:_,
<1.0
<1.0
4.83
5.8
<1.0
2.73
<1.0
10/14/2009
,' '1,100: -
370
70
550
7 ` r' 210,-_: 1
<10
0.120'
7" - 29' :..::'
4/26/2010
s .4'",6,700':a:;
y `18;700a .,•
: liPs810. :.s
: 4600; 1
x ,3;100 ''1:
NA
; ti'.:730r
,,1Z01..; ,I.,'
MW2D
12/27/1996
ND
ND
ND
ND
ND
ND
ND
NA
1/14/1999
ND
ND
ND
ND
ND
NA
ND
NA
7/8/2002
ND
ND
ND
ND
ND
ND
ND
NA
10/22/2002
<1
<1
<1
<3
<5
<1
<5
NA
4/29/2603
<1
<1
<1
<3
<5
<1
<5
NA
12/8/2003
<1
<1
<1
_ <3
<5
<1
<5
NA
4/15 2004
0.67]
1.4
<1
<3
<5
<1
<5.
NA
10/9/2004
<1
<1
<1
<3
<5
<1
<5
<5
4/17/2007
<1
<1
<1
<3
<5
<1
<5
<1
11/20/2007
<1
<1
<1
<2
<5
<1
<5
<1
4/21 2008
<0.50
<1
<1
<2
4.53
<1
<5
<1
10/1/2008
,,,-,: "„60=i'..,4'4
61
5.1
37
25
<1.0
4.23
12
4/13/2009
<0.50
<1.0
<1.0
<2.0
3.1]
<1.0
<5.0
<1.0
10/15/2009
;- 1: 3€0; : ;:
12
1.3
24
<5
<1.0
<5.0
1.4
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0 _
NA
<5.0
<5.0
T:\100s}162t17 {Terreh'sj\t11C Perna Applica6.10,16217ll1C Pemrit Tables C810
Page 1of3

Tabie 6
Summary of Groundwater Analytical Data
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR incident 15677
-58p10.1 : 580p16"
LLocation Date
"` Z
Benzene
oluene
..Ethyl,
benzene
Xylenes
r
WMTBEA
' , st '�
EDRJ.
IPE7
#ii'•Naphthalene
1: 1
7.krStanda ds
Zit,j
, 1
6005
60DZ�
DO'..:- l
2Q4
n00Daw°
'ix.ZO
6 ¢
MW3.
5/25/1996
,�:-.!2,224.-.
-. __'.3,203t .._
, - • ry-216.:• i _s;
1 163r'n
ND
ND
NA
NA
1/141999
lei,.`_•-1681.","'''.
150
NA
90.3
91
ND
28.1
NA
8/8/2000
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
10 42000
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
2/1/2001
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NA
MW3R
6/20/2001
_ 8,300
, 7312,100
'600
3,800.`
". 6DO
ND
'770
NA
7/8/2032
4 'r2 000
e.&-"!-3,000'
& 190
960 ,
.,. 1r300
ND
:460
- =1
NA
10/22/2002
71.:4,14700.:.i:
,-i1;600 .
„180 i
:.'+,l, 900 "t
1;000.4"_
<40
.- .0;390
. ;
NA
4/29 2003
.. 110 74 -i.-
51
15
93
% 610
<1
. i :150
•`:-
NA
12/7/2003
i .'.'=:1401 i'C r
2.3
5.5
79
'i';-t$4 0.P:
<5
23
NA
4/15/2004
'=: ka10.r:':Sy_t
1.2
<1
4.1
170
<1
35
NA
10/9/2004
446 =-
1.6
0.403
12
*36th. s _
<1.0
60
1.23
4/17/2007
s•"!6:8� >, 4
<1
<1
3.5
68
<1.0
11
3.8
11/19/2007
<1
<1
<1
<2
50
<1
8.6
<1
4/21/2008
r: ':' 9dff'i,
<1
<1
1.3
86
<1
15
<1
9/30/2008
Y w s;8:9.]>-; :
<1.0
<1.0
<2.0
48
<1.0
9.9
<1.0
4/13/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
10/14 2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26 2010
0.58
<1.0
<1.0
<2.0
13
NA
1.7 3
<5.0
MW4
5/2511996
r-1434., i
635
8.7
125
ND
ND
ND
NA
1/14/1999
5250 i
292
ND
ND
ND
ND
ND
NA
8/8 2000
7;120 l s>i
1.6
2.4
31
50
ND
70
NA
10/29/2000
-7:L'A:55'2s=+1
3.6
1.1
12.5
51.2
ND
36.9
NA
2/1/2001
w ;,,5Q23 s=s'+ ;
1.1
1.1
11
70
ND
35
NA
6/20/2001
rra20.6: _-
ND
0.6
7
55
ND
25.5
NA
MW4R
12/17/2002
4:2 200
72
9.1
88
92
<1
30
NA
4/29)2003
i.r450 ..+
320
x"°¢.34 _,r
190
=500 .
N0
`: ,110.
d 90
NA
12/7 2003
<1
<1
<1
<3
120
<1
15
NA
4/15�2004
0.89]
<1
<1
<3
45
<1
11
NA
IOJ9 2004
<1.0
<1.0
<1.0
<3
42
<1
11
<5
4/I7/2007
<1
<1
<1
<3
44
<1
6.2
<1
11/19/2007
<1
<1
<1
<2
98
<1
15
<1
4/21/2008
<0.50
<1
<1
<2
130
<1
19
<1
10/1/2008
<0.50
<1.0
<1.0
<2.0
93
<1.0
13
<1.0
4/13/2009
<0.50
<1.0
<1.0
<2.0
26
<1.0
3.53
<1.0
10/14/2009
<0.50
<1.0
<1.0
<2.0
10
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
9.6
NA
<5.0
<5.0
MW5
7/15/1996
:€ ii?: 'Fa2"'`i- .Sp;.
ND
ND
ND
1
ND
ND
NA
1/14/1999
ND
ND
ND
ND
ND
ND
ND
NA
MWSR
12/17/2002
<1
<1
<I
<3
<5
<1
<5
NA
4/29/2003
<1
<1
<1
<3
<5
<1
<5
NA
12/7/2003
<1
<1
<1
<3
<5
<1
<5
NA
10/26/2004
<1
<1
<1
<3
<5
<I
<5
<5
4/18/2007
<I
<1
<1
<3
<5
<1
<5
<1
11/19/2007
<1
<1
<1
<2
<5
<1
<5
<1
4/21/2008
<0.50
<1
<1
<2
<5
<1
<5
<1
10/1/2008
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/13/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
10/14/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0
NA
<5.0
<5.0
MW6
12/2/1996
ND
ND
ND
ND
ND
ND
ND
NA
5/25/1996
ND
ND
ND
ND
ND
ND
ND
NA
1/14/1999
ND
ND
ND
ND
ND
ND
ND
NA
8/8/2000
ND
ND
ND
ND
ND
ND
ND
NA
6/20/2001
ND
ND
ND
ND
ND
ND
ND
NA
7/8/2002
ND
ND
ND
ND
ND
ND
ND
NA
10/22/2002
<1
<1
<1
<3
<5
<1
<5
NA
9/29/2003
<1
<1
<1
<3
<5
<1
<5
NA
12/7/2003
<1
<1
<1
<3
<5
<1
<5
NA
9/15/2004
<1
<I
<1
<3
<5
<1
<5
NA
10/9/2004
<1
<1
<1
<3
<5
<1
<5
<5
4/17/2007
<1
<1
<1
<3
<5
<1
<5
<1
11/19/2007
<1
<1
<1
<2
<5
<1
<5
<1
4/21/2008
<1
<l
<1
<2
<5
<1
<5
<1
9/30/2008
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/13/2009
<0.50
<1.0
<1.0
<2.0
•. <5.0
<1.0
<5.0
<1.0
10/14/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0
NA
<5.0
<5.0
MW7
12/2/1996
ND
ND
ND
ND
ND
ND
ND
NA
1/14/1999
ND
ND
ND
ND
ND
ND
ND
NA
MW8
4/10/1997
ND
ND
ND
ND
ND
ND
ND
NA
1/14/1999
ND
ND
ND
ND
ND
ND
ND
NA
T:140s1162'<17 (]errell's)kUIC Permit Applicatien116217 UIC Permit Tables 0810
Page 2 of 3

Table 6
Summary of Groundwater Analytical Data
Former Terrell Shell
NC 150 and Sherrill's Ford Road, Terrell, Catawba County
NCDENR Incident 15677
t Samplex..a
--1Lna tiors e
- Sample
' Dates ..-
- ..
.,rBenzencF
"w2; .?.L't
1 1.Toluene -�
r, Ethyl= rvl"`k'3
`1i":beniarie
`1
.P. IXytenes 1
x I:
MTBE s.1+�`
.
1E08
6.» ," ,tw
_ IPE.,
3m � 14
l.Naphthalene
2E:Standards-
nib), .A �
.. T.. 1.. ✓
6U0➢: v .,
,600 Om>
','.: 5©0.
,i4,,i 213i,,
0:00Q4
" 7D t
6
MWBR
12/17/2002
<1
<1
<1
<3
<5
<1
<5
NA
5/13/2003
<1
<1
<1
<3
<5
<1
<5
NA
12/7/2003
<1
<1
<1
<3
170
<1
43
NA
4/15/2004
<1
<1
<1
1.53
94
<1
27
NA
10/9/2004
<1
<1
<1
<3
160
<1
30
<5
4/18/2007
<1
<1
<1
<3
` '.260-'+'
<1
31
<1
11/19/2007
<1
<1
<1
<2
28
<1
15
<1
4/21/2008
<0.50
<1
<1
<2
2.73
<1
4.9]
<1
9/30/2008
<0.50
<1.0
<1.0
<2.0
2.43
<1.0
7.1
<1.0
4/13/2009
<0.50
<1.0
<1.0
<2.0
5.6
<1.0
4.9]
<1.0
10/14/2009
<0.50
<1.0
<1.0
<2.0
27
<1.0
4.93
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
" -:.59` :+•-
NA
5.9
<5.0
MW9
8/8/2000
1 /20,000.
-4,-38 000 ^ _
'• "1,700 `. i
000
.. 5;800-
NO
•, 4,600 - .
NA
10/29/2000
,., .14;400 °
` _ '29,500 ii
a : ' 1,800 _
6;950
;`6;450';, _
ND
ND
NA
2/1/2001
'11,000
:` 22,000
1,500-
.7,600
°".. 3;900.
ND
•- 1,200 ':-
NA
6/20/2001
.t:i3 200.:r `
5 500 7,.
. 320
.I'2;640
r 950 - J
ND
250 'n
NA
MW9R
12/17/2002
'8,800 '
, • .13,000
810 •..
4;600.P,
_•8;7004':
<1
I1 -1';000 "'
NA
4/29/2003
14,000 - '
' '• 30,000
- 1700 ; i;_
7_-B,400_ `-
1.716,000 ` :
<100
`,_ 1,7002- _
NA
12/7/2003
,.-, '4300:
`° , 2,500'.."
"... ':260,,.: _''
730
., .-1,800, .-:
<100
<500
NA
4/15(2004
` -870
1;400
- 73
510
i -1,700. -._
<10
•.230 i
NA
10/9/2004
: 2,900 L.
7 2;700
'220 :
.-'-1,240:
-','3,800'' "
<10
:.600. ;
'4;500
4/17/2007
'3,100 ii '-:
7 `!. 3;800' .'
160
>.`1,4007
L 5;200 21`hJ
<10
';i630 •.' .
'52;900 i
,
11/19/2007
: '. 3;100 .
'4,200
170
2320-'
s'15500' .
<40
600. `
•.-",' 2,900
4/21/200B
. 2,600:._
, 3;700
200
r-.1,800
'-.4;40D".
<100
.• 1603
i. 3,100;
10/1/2008
nS4;900 '-
.._._5700 `'.•
733
-,"2,8001
'12;000'„
<100
"860 ti
r L 3,000E
4/13/2009
-...4,900 .;.:.!..'6,000
,
270
.. .3,100;'.....
.i13,000'.'`_
<100
:' ,-820
-'- 3,100'
10/11/2009
,,,` 2,800 -:
:< :' -3,300 _" _
190
-«2,200
.,, 9;000.:.
<100
'510
3;000
':_.
4/26/2010
:. '5 700": -_
_-...'10;000 •,',
'-690 `'
:4,800
': J ,9;500,
NA
" 840 .. t
,. 2 400'
=;::
MW10
' 8/8/2000
6,500 _,
_" '10,000 '
- _.620 . °
-3,200,
d7,4,300.. _
ND
",:1;700 ,
NA
10/29/2000
i' 7,400 • 'v
°:.t10 600 ,-,
ND
. 850_<i
3,500, ;
ND
ND
NA
211/2001
',7- ' 6,00D
.'7,100 -
:490 - -
, '2,700'
, i 1;800'- '
ND
-- Y.710
NA
6/20/2001
.5,400 •..
..." 5;900
370
'- 2,000
-: 43001.
ND
,600. -.
NA
7/8/2002
� 2,800 ...'
; :. 3;000
.`230
'"."1,000 ,
650 - ';,
ND
'4'::'380:.`"`
NA
10/22/2002
. ' 2,000.-...
o-.,., 1,800 -.,
: .'.150 7'
,:4'30_t ...-;-
-4513' -
<10
. ,, 320..-'-
NA
4/29/2003
4 . 240. .
97
15
120
150
<10
',s-140. ,' .;
NA
12/7/2003
<1
<1
<1
<3
24
<5
10
NA
4/15/2004
<10
<10
<10
<30
<50
<10
<50
NA
10/9/2004
. i.:6Crr,
33
7
28.9
180
<1.0
44
4.43
4/17/2007
= , 4.7 "'_
<1
<1
3.7
140
<1
22
<1
1149/2007
- .., 4.1 '
1.7
<1
3.283
32
<1
3.81
<1
4/21/2008
. :..6.9;' `"""
1.2
1.2
6.2
7.7
<1
2.41
<1
10/1/2008
. 9.41 _c
<1.0
1.1
12.7
11
<1.0
2.61
<1.0
4/13/2009
0.74
1.0
<1.0
<2.0
<5.0
<1.0
<1.0
<1.0
10/14/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<I.0
<5.0
<1.0
4/26/2010
"140
3.2
IO
79
230
NA
56
2.0 3
MW11
5/13/2003
<1
<1
<1
<3
<5
<1
<5
NA
12/7/2003
<1
<1
<1
<3
35
<5
<5
NA
4/15/2004
2.0.
3.5
<1
1.63
28
<1
<5
NA
10/9/2004
<1
<1
<1
<3
20
<1.0
<5
<5
4/18/2007
<1
<1
<1
<3
23
<1
<5
<1
11/19/2007
<1
<1
<1
<2
7.2
<1
<5
<1
4/21/2008
<0.50
<1
<1
<2
<5
<1
<5
<1
9/30/2008
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/13/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
10/14/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0
NA
<5.0
<5.0
MW12
4/13/2009
i': 1240r --
1.4
<1.0
82
140
<1.0
'" _.:0.70.' _
4.4
10/15/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
MW12D
10/15/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0
NA
<5.0
<1.0
MW13
10/15/2009
7540' .....
.., 1200 -
85
i';'2,260'
. 44-,220' •;.,
<10
54
. 110 ^
_
4/26/2010
'.140'. r..
53
51
,. 1,220
7:-.140. '
NA
413
. �32 3 ,
-,.
MW14 "4'
10/14/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
NA
<5.0
MW15
10/14/2009
<0.50
<1.0
<1.0
<2.0
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.0
<5.0
NA
<5.0
<5.0
MW16
2/8/2010
<0.50
<1.0
0.713
4.8
<5.0
<1.0
<5.0
<1.0
4/26/2010
<0.50
<1.0
<1.0
<2.4
<5.0
NA
<5.0
<5.0
Concentrations in micrograms per titer (pg/L) or parts per billion (ppb)
Shaded concentrations indicate exceedance of ISA NCAC 2L groundwater standards
3- Concentration is Estimated
EDS=Ethylene dibromide
MTBE = Methyl tert butyl ether
IPE= Isopropyl ether
1. On January 1, 2010 the NC 21 groundwater standard for Toluene changed from 1,000 ppb to 600 ppb
2. On January 1, 2010 the NC 2L groundwater standard for Ethylbenzene changed from 550 ppb to 600 ppb
3. On 3anuary 1, 2010 the NC 2L groundwater standard for Total Xylenes changed from 530 ppb to 500 ppb
4. On January 1, 2010 the NC 21 groundwater standard for MTBE changed from 200 ppb to 20 ppb
5. On January 1, 2010 the NC 21 groundwater standard for Napthalene changed from 21 ppb to 6 ppb
MW10, 4/16/04- detected tettachlorethane at 700 ug/1 and trichlorothene at 49 ug/L
'• MW14 10/15/09 detected Bromodlchloromethane at 2.9 ug/L and Chloroform at 28 ug/L
"• Mw14 4/27/10 detected Bromodithloromethane at 1.5 ug/L and Chloroform at 33 trg/L
T:1100s1162\17 (rerrea's)WIC Permit Applicatian116217 t11C Permit Tables 0510
Page 3 of 3

UIC Permit Application Attachments
Former Terrell Shell
7995 NC Highway 150
Terrell, Catawba County, North Carolina
NCDENR Incident 15677
Figures
11

11 SITE
1000
SITE LOCATION
0
1000
2000 Feet
LAKE NORMAN NORTH QUADRANGLE
NORTH CAROLINA - CATAWBA COUNTY
7.5 MINUTE SERIES (TOPOGRAPHIC)
CONTOUR INTERVAL=10 FEET
MAP DATED 1993
ACME
TERRELL, CATAWBA COUNTY, NC
FIGURE 1
GMA
GROUNDWATER MANAGEMENT ASSOCIATES, INC.
2205 CANDUN DRIVE, SUITE A
APEX, NORTH CAROLINA 27523
DATE 10/21/2008
PROJECT 16217

MW1S
MWI6
MW12
W12D
MW13
WORLD PETROLEUM BAIT SHOP
MWBR
MAIL'
BOX
•MW11
US HIGHWAY 150
SB-4
MW2,$.MW2R
MW1 RS13—R
-A W9R REC-1 `/
SB-2- Q r y ✓
5
MW4
1 SB—B
WW01
—REMEDfAT1ON SYSTEM
MW5,
ASPHALT PARKING LOT
TERRELL
CAMPING
CENTER
MW5RR
M
GRAVEL.
LOT
RECREATIONAL
VEHICLE PARKING
MW6
LEGEND 0 SOIL SAMPLE LOCATION
MONITORING WELL — -- -- — APPROXIMATE AREA OF UST
• POTABLE WATER WELL EXCAVATION
0
BUILDING
20 40
SCALE: 1 in = 40 ft
North
GMA
Groundrater Management Aeaodate . Inc.
File: Soil Sampling.dwg
SITE MAP
Date: 06/08/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 2

WORLD PETROLEUM BAIT SHOP
US HIGHWAY 150
MW3
MW3R AS-3
• VEw _2—
MAIL
BOX
LEGEND
MONITORING WELL
• POTABLE WATER WELL
BUILDING
❑ AS-1 = AIR SPARGING WELL
® SVE-3 = SOIL VAPER EXTRACTION WELL
File: hydrogeoloic.dwg
Project No. 162-17
HYDROGEOLOGIC CROSS SECTION LOCATIONS
FORMER TERRELL SHELL. TERRELL, CATAWBA CO., NC
MW1D'�.
MW9R } REC— •41
vrfit
' MW—RE'
. �.
G SM 3
AS--1 s
MW4
MW4
AS-4
W2R
AS-5 SVE-5
EW-1
Wl
REMEDIATION STEM
ASPHALT PARKING LOT
TERRELL
CAMPING
CENTER
MW5 MW5R
-- -- — — REMEDIATION TRENCHES
PROPERTY LINE North
EDGE OF PAVEMENT
CENTERLINE OF ROAD
GRAVEL
LOT
RECREATIONAL
VEHICLE PARKING
SCALE: 1 in = 30 ft
GMA
Groundwater Management Anecdotes. Inc.
Date: 06/17/10
Figure 3

WEST
A
3 O1
120'
DRY
100'
90'
80'
70'
60'
50'
40' -
30' -
20' -
10'
-10'
-20'
LAND SURFACE 61.35
g......g
6 .15
59.40 61.58
EAST
N M
61.32 60.96
--* Ter'
....*., :.may.. ... ....r ..
•
•
ti•
. •
. H—
830
5700 .
t:44$44444.464 1/44444.4.4444444.4.
Ih
407.4 07.4"1.4 VA. 4 04 00#04 0.8.4 4 #7.4 7+41 07.4Aritrii."4 0404+4*"....."
NOTE: ELEVATIONS BASED ON ARBITRARY SITE DATUM OF 100.00 FEET
AS2 PROJECTED ONTO CROSS SECTION PLANE
SCALE IN FEET
0 15' 30'
I
1'm30'
-- LEGEND —
SAND
CLAY
— APPROXIMATE VERTICAL EXTENT OF BENZENE 830 BENZENE CONCENTRATION (ppb)
SILT
BEDROCK
MONITORING WELL
SCREENED INTERVAL
y WATER TABLE (4/26/2010)
59.40 = WATER LEVEL ELEVATION
? LITHOLOGIC CONTACT INFERRED
LITHOLOGIC CONTACTS ARE APPROXIMATE BASED ON BORING
LOGS FOR MW1, MW1D, MW2D,AND MW12
GMAC
GROUNDWATER MANAQFMINT ASSOCIATES, INC.
DRAWINGS/16217
File: A -A'
HYDROGEOLOGIC CROSS SECTION A -A'
Date: 6/17/2010
Project No. 16217
FORMER TERRELL SHELL, TERRELL, CATAWBA COUNTY, NC
Figure 4

NORTH
B
120' -
61.03
100' -
•
90' -�
80' -
70' -
60' -
50'
oc
1c2) to
59.40 61:15
•
Zo min. 7— ,•-
E.140.' - , ,
61.58
830
40' --�—.
30' -
20' -
10' -
0 -
-10' -
-20'
•
81.24
LAND SURFACE
SOUTH
B'
81.30" '
•
•
•
•
•
•
<0.5
• -•
•
041 III PAO*
41*
NOTE: ELEVATIONS BASED ON ARBITRARY SITE DATUM OF 100.00 FEET
AS5 PROJECTED ONTO CROSS SECTION PLANE
SCALE IN FEET
0 15' 30'
u
1"=30'
— LEGEND — — — APPROXIMATE VERTICAL EXTENT OF BENZENE 830 BENZENE CONCENTRATION (ppb)
SAND
CLAY
SILT
BEDROCK
MONITORING WELL
SCREENED INTERVAL
Y WATER TABLE (4/26/2010)
61.15 = WATER LEVEL ELEVATION
? LITHOLOGIC CONTACT INFERRED
LITHOLOGIC CONTACTS ARE APPROXIMATE BASED ON BORING
LOGS FOR MW1, MW1D, MW2D,AND MW12
COMA
GROUNDWATER MANAGEMENT ASSOCIATES, INC.
DRAWINGS/16217
File: B-B'
HYDROGEOLOGIC CROSS SECTION B—B'
Date: 6/17/2010
Project No. 16217
FORMER TERRELL SHELL, TERRELL, CATAWBA COUNTY, NC
Figure 5

60.50 - -
61.00J
MWI5
4'61.13
LEGEND
MONITORING WELL
• POTABLE WATER WELL
BUILDING
NG = NOT GAUGED
WORLD PETROLEUM BAIT SHOP
M
NG
Mw8R
60.14
NG
MwzR
w3 re61.32
ASPHALT PARKING LOT
.r D MAIL 4w1R -6150
D. 61.35 M •61.58 .
wsR 61 NG
QM
NG RECAl.
6.50
/Mwi1
/ 60.53
61.24
Mw
•
MW4
NG
Mw1 O
61.03
NG
\--REMEDIATION SYSTEM
MN MWSR RECREATIONAL VEHICLE PARKIN[
NG 61.3
Arrows indicate direction of groundwater
flow.
Isotropic conditions are assumed.
Contour interval = 0.50 foot
Elevation to ( ) not used to construct map.
61.(�
60.96
TERRELL
CAMPING
CENTER
North
GRAVEL
LOT
0 20 40
SCALE: 1 in = 40 ft
GMA
Groundwater Llanane nent Aseoclates. Inc
�01
File: 1662-17_.EQU I P.
EQUIPOTENTIAL MAP, 04/26/10
Date: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 6

4
ESTIMATED HORIZONTAL
THAN 15A NCAC
-
.
MW14
<0.50
<0.50
MW16
<0.50
EXTENT
2L GROUNDWATER
\
.
1
MW12
•
�a
`J
<a
OF BENZENE
STANDARD,
NW::
AT
4/27/10
CONCENTRATIONS
1
a
.Mini
<0,50
GREATER
\
WORLD PETROLEUM
MWSR
<0.50
BAIT SHOP
Us HIGHWAY 150
\
MWS .
<0.50
LOT
w
GRAVEL
LOT
PARKING
40 North
ft
•
<0.50
2//
,{�I
iBOxL5700 win,
0 W9R 8100
NS REc--i
W1 .
0
<D.FJO /
MW4CENTER
MW13
NS
140
WI 0
140
Mw2R
U(u�yj�a)AHALT P r ING
MRNS
830
.MW7
NS, Apr
„if o o •
�
Ww01
TERRELL
REMEDIAVON SYSTEM
mws412.. MWSRR
NS '<0.50RECREATIONAL VEHICLE
•
0 20
SCALE: 1 in = 40
LEGEND
Concentrations of Benzene in groundwater are posted
beside each well in parts per billion.
Benzene standard (per NCAC 2L) is 1 ppb.
WELL (<0.50) Not used for contouring.
BENZENE ISOCONTOUR
•
MONITORING WELL
POTABLE WATER
BUILDING
NOT SAMPLED
GMA 6
Groundwater Ma,naamont Aseoeintes, Inc
/ j
NS =
File: NewBenzene.dwg
BENZENE 04/27/10
Date: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 7

L
ESTIMATED HORIZONTAL EXTENT OF TOLUENE AT CONCENTRATIONS GREATER
THAN 15A NCAC 2L GROUNDWATER STANDARD, 04/27/10
<1.0
' NS
MW12
MWIS
+<1.0
MW18
1 <1.0
LEGEND
MONITORING WELL
• POTABLE WATER WELL
ff% BUILDING 600
NS = NOT SAMPLED
W12D
<1.0
<1.0 AMW3
W3R.
ox10000
a �1 W9R
NS
3
NS
WORLD PETROLEUM BAIT SHOP
MW8
NS
MWBR
<1.0
9MW11
<1.0
US HIGI4WAY 150
C)`rMW10
3.2
600
(<1.0)
M 4190°
6900 NS
REC-1
MW2 MW2R8700
<1.
MW0S'
ASPHALT PARKI s LOT
\_REMEDIATION SYSTEM
MW5.4$ MW5R
NS <1.0
Concentrations of Toluene in groundwater are
beside each well in parts per billion.
Toluene standard (per NCAC 2L) is 600 ppb.
(<1.0) Not used for contouring.
TERRELL
CAMPING
CENTER
MW7
NS
GRAVEL
LOT
RECREATIONAL VEHICLE PARKA
0 20 40 North
SCALE: 1 in = 40 ft
posted
TOLUENE ISOCONTOUR
GMA
Craundwater Management Aeeodatee, Inc.
File: Toluene
TOLUENE 04/27/10
Date: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 8

jj
ESTIMATED HORIZONTAL EXTENT OF ETHYLBENZENE AT CONCENTRATIONS GREATER
THAN 15A NCAC 2L GROUNDWATER STANDARD, 04/27/10
MW14
<1.0
MW1 5
- -<1.0
MW16
• 0.19J
LEGEND
MONITORING WELL
• POTABLE WATER WELL (240) Not used for contouring.
' NS
MW12
W12D
<1.0
MW13
WORLD PETROLEUM BAATi `OP
M
NS MWBR
C1.O
i
•MWI1
C1.0
US HIGHWAY 150
<1.0 44MW3
W3R,
MAIL'
BOxa
12)
MW4
NS
90
W9R
<1.0
MW
10 <1.0
Mw2M
<1.0)
ASPH
M WID8 (24°) 600
660M►,
REC-18_'_
WWOt
\—REMEDIATION SYSTEM
PARKING LOT
TERRELL
CAMPING
CENTER
.MW7
NS
GRAVEL
LOT
M1N5& . C1.MWSR0R RECREATIONAL VEHICLE PARKI
INS
Concentrations of Ethylbenzene in groundwater are
posted beside each well in parts per billion.
Ethylbenzene standard (per NCAC 2L) is 600 ppb.
BUILDING 600
NS = NOT SAMPLED ETHYLBENZENE ISOCONTOUR
North
GMA
Groundwater Management Associates, Inc.
File: NewEthylbenzene.dwg
ETHYLBENZENE 04/27/10
Date: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 9

ESTIMATED HORIZONTAL EXTENT OF TOTAL XYLENES AT CONCENTRATIONS GREATER
THAN 15A NCAC 2L GROUNDWATER STANDARD, 04/27/10
<2.0
<2.0
MW15
MW16
<2.0
LEGEND
MONITORING WELL
• POTABLE WATER WELL
BUILDING
NS =
NS
MW12
MWI2D
<2.0
MWI3
1220
WORLD PETROLEUM BAIT SHOP
M
NS MWBR
<2.0
US HIGHWAY 150
l
MW3
WSR W
?500 2ig-
M24W1R
0
MW1D 0
4a00 �Mvn
PrAir
. Os 0 •
A
NS
REC-1.
i
•MW11
<2.0
MW2R
MW.24600
\—REMEDIATION SYSTEM
MNS w5 M<2.0W5R. RECREATIONAL VEHICLE PARKI
ASPHALT PARKING T
TERRELL
CAMPING
CENTER
.MW7
NS
MW6
0
0 20 40
SCALE:
Concentrations of Total Xylenes in groundwater are
posted beside each well in parts per billion. Total
Xylenes standard (per NCAC 2L) is 500 ppb.
(24) Not used for contouring.
NOT SAMPLED �JOO TOTAL XYLENES IS000NTOUR
1 in = 40 ft
GRAVEL
LOT
North
GMA
Groundwater Management Associate; Inc
File: NewXylenes.dwg
TOTAL XYLENES 04/27/10
Date: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 10

ESTIMATED HORIZONTAL EXTENT OF MTBE AT CONCENTRATIONS GREATER
THAN 15A NCAC 2L GROUNDWATER STANDARD, 04/27/10
\
0
\
•
.
\
_ •
NS
1 1•
WORLD PETROLEUM
.„
'MWBR
59
-NN:
BAIT SHOP
,Mvm
<5.0
`
1 •
20
15 HIGHWAY 150
MWI4
�230Nno
<5.0
<5.0
MW16
.<5.D
NS
MWI2 `
�MW1S <5.0
140
MWI3\_
13 WI
f Mw2 Mw2R
w3R • 1100
/ (<5.0)
ASPHALT P ' KING
MA 00 1300
BO MW10
is W9R 6800 NS
REC M 1
NS
N /r.„.0
tri
w„01A *MNS
TERRELL
b'1//, PSG
` �.
S
REMEDIATION SYSTEM
M. MW5R4 RECREATIONAL
NS <5.0
•
-
0 20 40
Mw6
<5.0
LOT
GRAVEL.
LOT
VEHICLE PARKIN
North
SCALE: 1 in = 40 ft
\
LEGEND Concentrations of MTBE in groundwater are posted •
MONITORING WELL beside each well in parts per billion.
• MTBE standard (per NCAC 2L) is 20 ppb.
• POTABLE WATER WELL (<0.5) Not used for contouring.
GA
6
r ABUILDING
MTBE = METHYLTERTBUTYLETHER�20 — MTBE ISOCONTOUR
NS = NOT SAMPLED - (DASHED WHERE 1NFERED)
Groundwater Lianagement Annadaten, Inc
File: NewMTBE.dwg
MTBE 04/27/10
Date: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 11

ESTIMATED HORIZONTAL EXTENT OF NAPHTHALENE AT CONCENTRATIONS GREATER
THAN 15A NCAC 2L GROUNDWATER STANDARD, 04/27/10
<5.0
MWI2D
<5.0
MWI6
<5.0
LEGEND
MONITORING WELL
• POTABLE WATER WELL (1.4) NOT USED FOR CONTOURING
BUILDING
MW13
<5.0
WORLD
PETROLEUM BAIT SHOP
M
NS MWBR
<5.0
W3R
7.0.
Us HIGHWAY 150
.MW3
M
�OO
6
D0 �1W9R
M
NS
<5.0
MW
2.0
1.4)
D.MW1R
Lim, 490
660 $M
REC-1
MW4
NS
NS = NOT SAMPLED
•MW11
<5.0
MWIO
\—RE1AED1AT1ON SYSTEM
MW54. MW5RR
NS <5.0
ASPHALT PA
Concentrations of Naphthalene in groundwater are
posted beside each well in parts per billion.
Naphthalene standard (per NCAC 2L) is 6 ppb.
6
TERRELL
CAMPING
CENTER
NG LOT
MW7
NS
GRAVEL
LOT
MW6
<5.0
RECREA11ONAL VEHICLE PARKIN
0 20 40
SCALE: 1 in = 40 ft
NAPHTHALENE ISOCONTOUR
North
GMA
Groundwater Management Aesaaates, Inc.
File: NewNaph.dwg
NAPHTHALENE 04/27/10
Dote: 05/20/10
Project No. 162-17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 12

ESTIMATED HORIZONTAL EXTENT OF ISOPROPYL ETHER AT CONCENTRATIONS GREATER
THAN 15A NCAC 2L GROUNDWATER STANDARD, 04/27/10
<5.0
!MI5
MWI
• <5.0
1
- NS
MWI2
uWl2O
<5.0
41J
MWls
WORLD PETROLEUM BAIT SHOP
M
NS MWBR
5.9
i
•MW71
<5.0
US UlGWWWAY 150
.7JMwa
w3R�
70(<5.o)
2D
MW1R
M '� 840 Mwta4 180J
D WBR 820 .051
REC— $
'?) <5.0
/2, MW
MW4
NS
•14w10
9. 370
\—REMmrAT1oN sYsTDA
Mws. MWSR.
NS <5.0
Mws
<5.0
ASPHALT ;ARKING LOT
TERRELL
CAMPING
CENTER
•MW7
NS
GRAVEL.
LOT
RECREATIONAL VEHICLE PARKIN
0 20 40
SCALE: 1 in = 40 ft North
LEGEND
• MONITORING WELL
• POTABLE WATER WELL
BUILDING
ISOPROPYL ETHER ISOCONTOUR
NS = NOT SAMPLED
'%//j�
Concentrations of IPE in groundwater
each well in parts per billion.
Isopropyl Ether standard (per NCAC 2L) is 70 ppb.
(<0.5) Not used for contouring.
J = Estimated Value
are posted beside
GMA6
Groundrater lianagement Assndalei, Ina
File: NewIPE.dwg
ISOPROPYL ETHER 04/27/10
Date: 05/20/10
Project No. 162--17
FORMER TERRELL SHELL, TERRELL, CATAWBA CO., NC
Figure 13

U S. HIGHWAY 15a
SV1"— 4
© AREAS OF PATCHING
MW3 AS-4
MWiR.
AS --
MAIL
BOX
MW9
AREAS
OF
PATCHING
AS-1
M W4R`
M W4
LEGEND
MONITORING WELL
POTABLE WATER WELL
BUkLDING
AS -
MW--REC R
ASPHALT PARKING LOT
SVE-5
TERRELL POST OF
TERRELL
CAMPING
CEN TER
- R MECh1ATION SYSTEM
MW5
RECREATIONAL VEHICLE PARKING
AS-1 = AIR SPARGING WELL
SVE_--3 = SOIL VAPER EXTRACTION WELL
Fi e: Remedyca4 systernDWG
No. 162—
REMEDATION TRENCHES
GRAVEL
LOT
REMEDIAL SYSTEM LAYOUT IDate: 6/09/10
ACME, TERRELL, CAT
WBA CO,nNC Figure 14

/`
LEGEND
WW20
Z
PROPERTY LINE
} ACTIVE POTABLE DOT RIGHT-OF-WAY
0- ACTIVE NON POTABLE CI RESIDENCE
"ins
ram CT1V CHURCH
ACTIVE - SERVES TWO PROPERTIES
USE/STATUS UNKNOWN 0WW20 REFER TO TABLE 1 FOR
WSW INFORMATION
SCALE IN FEET"
0 250' 500'
1'a500'
GMA 6
_____„,........„,......,
Gro nd■ater Lfanagement Mandates. Inc.
File: DRAWINGS/16217
1500RAD
LOCATIONS OF WATER SUPPLY WELLS
Date: 5/14/09
Project No. 16217
FORMER TERRELL SITE, TERRELL, CATAWBA CO., NC
Figure 15

Table 1
Summary of Water Supply Well Information
Former Terrell Shell
NC 150 and Sherrill's Ford Road
Terrell, Catawba County, North Carolina
WW1A
46170925
4100
Carroll & Shelia Lineberger
7985 E NC 150 Hwy
Terrell, NC 28682
PO Box 385
Terrell, NC 28682
active
WWIB
46170925
4100
Carroll & Shelia Linebergei
7985 E NC 150 Hwy
Terrell, NC 28682
PO Box 385
Terrell, NC 28682
active
WW2
46170925
1219
Margaret Connor Garrison
7970 E NC 150 Hwy
. Terrell, NC 28682
PO Box 605
Claremont, NC
Inactive
WW3
46171314
9886
TVD LLC
7947 E NC 150 Hwy
Terrell, NC 28682
PO Box 121
3Iack Mountain, NC 28711
active
WW4
46170915
8265
Jean Huffman Connor
9247 Sherrills Ford Rd
Terrell, NC 28682
PO Box 730
Claremont, NC
inactive
WW5
46170915
6110
Jean Huffman Connor
7914 E NC 150 Hwy
Terrell, NC 28682
PO Box 730
Claremont, NC 28610
active
WW6
46171424
5346
Rehobeth United Methodist
Church Trustee
9297 Sherrills Ford Rd
Terrell, NC 28682
PO Box 356
Terrell, NC 28682
active
WW7
46171025
5177
Terrell Camping Center Inc.
8011 E NC 150 HWY
Terrell, NC 28682
PO Box 301
Terrell, NC 28682
active
WW8
46171424
6779
Joe Dean Cornelius
9276 Sherrills Ford Rd
Terrell, NC 28682
9288 Sherrills Ford Rd
Terrell, NC 28682
active
WW9
46171025
6279
Daphne R. Wagner
8021 E NC 150 HWY
Terrell, NC 28682
8950 Fair Oak Drive
Sherrills Ford, NC 28673
active
WW10
46171434
8324
The Kunkleman Group
8033 E NC 150 HWY
Terrell, NC 28682
PO Box 10
Cornelius, NC 28031
active
WW11
46171025
8771
Lee Kermit Howard
8042 E NC 150 HWY
Terrell, NC 28682
8042 E NC 150 HWY
Terrell, NC 28682
active
WW12
46171434
1781
Anthony R. Stone
9312 Sherrills Ford Rd.
Terrell, NC 28682
9312 Sherrills Ford Rd.
Terrell, NC 28682
unknown
WW13
46171314
5761
ichael Dennis and Dianne H Ro
7921 E NC 150 HWY
Terrell, NC 28682
7921 E NC 150 HWY
Terrell, NC 28682
inactive
WW14
46171314
5761
ichael Dennis and Dianne H Ro
7921 E NC 150 HWY
Terrell, NC 28682
7921 E NC 150 HWY
Terrell, NC 28682
active
WW15
46170915
9631
Estate of Charles Franklin Connc
9210 Sherrills Ford Rd
Terrell, NC 28682
PO Box 730
Claremont, NC 2810
active
WW16
46170915
9631
`.state of Charles Franklin Connc
9210 Sherrills Ford Rd
Terrell, NC 28682
PO Box 730
Claremont, NC 2810
active
WW17
46171035
3913
Brian and Karen Witherspoon
8066 E NC 150 HWY
Terrell, NC 28682
3123 Charlotte Highway
Mooresville, NC 28117
inactive
WW18
46171035
9143
Nell McNeely Sherrill
8065 E NC 150 HWY
Terrell, NC 28662
8511 Sherrills Ford Rd
Sherrills Ford, NC 28673
active
WW19
46171434
0427
Ellen Fisher
9330 Sherrills Ford Rd
Terrell, NC 28682
1550 Williams Ln
Catawba, NC 28609
active
WW20
46171323
3847
Brenda FigaroWright
3915 Hob Ln.
Terrell, NC 28682
229 Tomy Dr
Mooresville, NC 28115
active
WW21
46171314
1369
nest Eugene and Mary C. Stem
7869 E NC 150 HWY
Terrell, NC 28682
PO Box 336
Terrell, NC 28682
unkown
WW22
46170905
8372
Robert Harold Gabriel
9225 Sherrills Ford Rd
Terrell, NC 28682
660 Ololu Dr
Winter Park, FL 32789
active
WW23
46170915
3972
Princeton Asset Management LF
9187 Sherrills Ford Rd.
Terrell, NC 28682
PO Box 3064
Mooresville, NC 28117
unknown
WW24
46170916
3151
Mark Anthony Knapp
9173 Sherrills Ford Rd.
Terrell, NC 28682
9173 Sherrills Ford Rd.
Terrell, NC 28682
active
Refer to Figure 5 for locations of Water Supply Wells
T.1100s1162117 (TerreiFs)1New Technology Cleanup Plan\16217 WSW Owners Table 1
Page 1 of I

Print Parcel Map and Report
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Page 1 of 2
Real Estate
Search
Parcel Summary
Printed Map Scale 1 inch = 146ft
Parcel ID: 461709254100
Parcel Address: 7985 E NC 150 HWY, TERRELL
Owner: LINEBERGER CARROLL G SR
Address: PO BOX 385
City: TERRELL
Owner2: LINEBERGER SHELIA H
Address2:
State/Zip: NC, 28682-0385
Building(s) Value: $305,300 I
Land Value: $173,500
Total Value: $478,800
DISCLAIMER: This map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial
efforts to ensure the accuracy of location and labeling Information contained on this map or data on this report. Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and personnel,
disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, Indirect or consequential which arises or may arise from this
map/report product or the use thereof by any person or entity.
http://www.gis. catawba.nc.us/website/Parcel/printMapandReport.asp?pine=461709254100&paddr=7985%... 10/4/2010

Print Parcel Map and Report Page 2 of 2
Parcel Report - Catawba County, NC
Parcel Information:
Owner Information:
Parcel ID: 461709254100
Name: LINEBERGER CARROLL G SR
Parcel Address: 7985 E NC 150 HWY
Name2: LINEBERGER SHELIA H
City: TERRELL 28682
Address: PO BOX 385
LRK(REID): 13970
Address2:
Deed Book/Page: 2168/0713 Deed Image
City: TERRELL
Subdivision:
State/Zip: NC 28682-0385
Lots:
Block:
Last Sale:
School Information:
Plat Book/Page: /
School District: COUNTY
Calculated Acreage: 3.74 Elementary School: SHERRILLS FORD
Tax Map: 013 X 03003
Middle School: MILL CREEK
State Road: 1848
High School: BANDYS
Township: MOUNTAIN CREEK
School Mao
Tax/Value Information: Tax Rates(odf)
Zoning Information:
Municipal Tax District: COUNTY
Zoning District: COUNTY
Fire District: SHERRILLS FORD Zonings: PD
Tax Account Number: 159757065
Zoning2:
Market Building(s) Value: $305,300
Zoning3:
Market Land Value: $173,500
Zoning Overlay: MUC-0,WP-0
Market Total Value: $478,800
Small Area: SHERRILLS FORD
Year Built/Remodeled: 1956
Split Zoning District 1/2: 0/0
Current Tax Bill
Zoning Agency Phone Numbers
Miscellaneous:
Voter Precinct: P41 I
Firm Panel Date: 3/18/2008
Building Code: COMMERCIAL or INDUSTRIAL
Firm Panel #: 3710461700K
Building Permits for this parcel
2010 Census Tract: 011502
WaterShed: WS-IV Critical Area
2010 Census Block: 5031
WaterShed Split: NO
Agricultural District:
Parcel Report Data Descriptions
DISCLAIMER: This map/report product was prepared from the Catawba County, NC Geospatlal Information Services. Catawba County has made substantial
efforts to ensure the accuracy of location and labeling Information contained on this map or data on this report. Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user. The County of Catawba, Its employees, agents, and personnel,
disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, Indirect or consequential which arises or may arise from this
map/report product or the use thereof by any person or entity.
http://www.gis.catawba.nc.us/website/Parcel/printMapandReport. asp?pinc=461709254100&paddr=7985%... 10/4/2010

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GROUNDWATER FIELD AB FORM
Location code 0 5-IN
County Rowan
Quad N
Serial No.
Lat, Long.
Report To, ARO, FRO(MR9 RRO, WaRO, WiRO,
WSRO, Kinston FO, Fe„. rust, Central Off., Other:
Shipped by: Bus COurier Hand Del., Other:
SAMPLE TYPE
Water
o
o
Soil
111
Other
Chain of Custody
AMPLE PRIORITY
X Routine
Emergency
Purpose: UIC System Inspection
Collector(s): Ma utte / Andrew Pitner Date: 0 2 10 Time Baseline, Complaint, Compliance, LUST, Pesticide Study, Federal Trust, Other.
(circle one)
Owner: Catawba College
pH 40o Spec. Cond.94 at 25°C Location or Site: 2300 W. Innes Street, Salisbury
North Carohna
Department of Enwronment and Natural Resources
DIVISION OF WATER QUALITY -GROUNDWATER SECTION
Lab Number
Date Received Time:
Rec'd By:
Other:
From:Bus, Courier, Hand DeL,
Data Entry By: Ck:
Date Reported:
FIELD ANALYSES
Temp: io °C Odor
Appearance
Field Analysis By: Maria Schutte
LABORATORY ANALYSES
ROD 310 - mg/L
COD High 340 mg/L
COD Low 335 mg/L
Worm' MF Fecal 31616 000m1
MF Total 31504 /100ml
TOC 680
Turbidity 76 NTU
esidue, Total Suspended 530 mg/L
Alkalinity to pH 4 5 410
Alkalinity' to pH 8,3 415
'ate 445
donate 440
dioxide. 405
loride 940
,hromiurry Hex 1032
Color: True 80
'yande 720
b Comments
units
mg/1,
mg/L
mg/L
mg/
mg/L
ing/L,
tig/L
V
Description of sampling point: Influent
Sampling Method: Pump
Remarks
I inno bap er. etc.
Sample Interval
Diss Solids 70300 rrig(L
X Fluoride 951 mg7L
X 1 Hardness: Total 900 mq/L
Hardness (non-carh) 902 mg/L
Phenols 32730 ug/I
pecrfic Cond 95 uMhosicrn
;ulfate 945
e 745 mg/L
and Grease
NH3 as N ,610 mglL
TKN as N 625 mg/
02 + NO3 as N 630
R Total as P 665 m6/L
Nitrate (NO3as N1620 mg1L
ile (NO2 as Ni 615 mg/L
(Purnpung tfrne, air lernp „ ot)
X Ag-Silver 46566 01_3anochlorine Pesticides
Al -Aluminum 46557
As -Arsenic 46551
a -Barium 46558
Ca-Calcuum 46552
Cd-Cadmium 46559
r-Chrornium 46559
u'Copper 46562
Fe -Iron 46563
tug/
o,g2L
mg/
L_LgLL
ugIL
-Mercury 71900 u1
K-PotassIum 46555 mg/L
m
g-tvlagnesium 46554
n-Manganese 46565
urn 46556
Ni-
Pb-Lead 46564
Se -Selenium
Zn-Znc 46567
G -54 REV. 710
For Dissolved Analysis -submit Filtered sample and write "DIS" rn block,
ug/L
ug7L _
u_gIL
Organophosp_horus Pesticides
Nitrogen Pesticides
Acid Herbicides
PCBs
Semivolatile 032nics
TPH-DieseIR,e
Volatile Organics (VOA bottle),
TPH-Gasoline Rane
TPH-BTEX Gasokne Range
LAB USE ONLY
Temperature on arrival (T),