WQ0015141_Regional Office Historical File Pre 2018

Michael F Easley, Govetnor
William G, Ross Jr., secretary
Nor0i Carolina Department of Environment and Natural Resouie"
Atari W. Klimek, RE, Director
Division of Water Quality
January 5, 2006
Tracy Gray
Bank, of America
Real Estate Disk Assessment
901 Main Street, 21st Floor
al I
Dallas, TX 75202-3714is
Subject: Rescission of Groundwater Rernediation Permit "I L-j
Pen -nit No. WQ001514,1
Former IPT Terminal
Mecklenburg County County
Dear his. Gray.,
Reference is made to YOUr request for rescission of the subject Groundwater Rernediation permit. Staff from the
Mooresville Regional Office has confirmed that this permit is no longer required. Therefore, in accordance with
your request, Groundwater Remediation Permit No. WQ0015141 is rescinded, effective immediately, Any
abandonment of wells, either temporarily or permanent, must be in accordance with 15A NCAC 2C 0111
If in the future, you wish again to operate a groundwater remediation system, you must first apply for and receive
a new Groundwater Remediation Permit. Operating a rernediation system without a valid permit will subject the
responsible party to a civil perialty of tip to $25,000 per, day.
If it would be helpful to diSCUBS this matter further, please do not hesitate to contact the Mooresville Regional
Office at [phone] or Debra Watts at the Groundwater Protection Unit at [phone],
Sincerely,
Alan W, Klimek, P.E.
cc- APS - Mooresville Regional Office Supervisor
APS - Central Files
APS - Groundwater Protection Unit
Mecklenburg County County Health Department
Technical Assistance and Certification
Fran McPherson,, DWQ Budget Office
Thomas F. Donn, P.G., EnvireiRouth
I'lo"'thcarrit na
Alalural'�y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone (91'9)733-3221 Custorrier Service
Internet: hLtpJ/h2o.cnr,slatc,tu:,us 2728 Capital Boulevard Raleigh,, KC 27604 Fix [phone] 1-877-(23-6748
Fax [phone]
An Equal OpportunitytAffirmatate Action Employer-50% Recyded/10% Post Consumer Paper

,
.... ,qa
l A Michael F. Easley, Governor
'0 William G, Russ Jr., Secretary
co North Carolina EaPartment of Environment and Natural Resources
Alan W, Klimek, P, . Director
Division of Water Quality
November 14,2005
Thomas Donn, P.G.
nvirnouth, Inc.
11 u to Road Nov 1
Greenville, SC 29605
NR MRR
truer ProtectOn
Subject:Permit Renewal
al
Penn it Number r WQOO 15141
I; Bank of America - Charlotte
Groundwater Retnedi tirrn Facilities
Mecklenburg County
u . L3rsntt
In accordance. with your November , 2005 request, a 30-days extension has been approved for your
response period for the subject permit renewal application, Please provide your decision no later than
December 12,2005.
If you have any questions, please contact me by telephone at 1 15- 1 4 or by email a
Irliehuel,r�nen�nil.l�et
Sincerely,
k1
. Michael Ranck, '.G., Hydrogeologist
Groundwater Protection Unit
cc: Antler Linden,
AP - Central Tile
BPS w Groundwater Protection unit
Tracy Gray, Bank of America
i
Iin
atna` t m a�a'r�l'
Aquifer Protection Section 1636 %Lil Service Center Raleigh„ %C 27699-163 Phone [phone] CustornerServict
Internet: http)/h2o,errr,itate,nc.us 2729 Capital Boulevard Raleigh, NTC 27604 Fax [phone] -67 8
Fax (91 ) 715-6049
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Michael F. Easley, Govemor
William Cr. Ross Jr,, secretary
North Carolina Departnient of Environment and Natural Resources
Alan W, Klinick, P,E Director
Division or Water Quality
-Iaqmmp�
October 12, 2005
Tracy Gray
,Bank of America
901 Main Street, 2 1 :,'Floor
Dallas, TX 75202
CERTIFIED MAIL
RETURN RECEIPT RE91LESTED
7002 2410 0003 0274 6198
Subject: Request for Permit Renewal
Permit Number WQOO 15141
Bank of:America - Charlotte
Groundwater Remerhation Facilities
Mecklenburg County
Dear Mr. Gray:
As of this date, our records indicate that the above referenced permit, which was issued on June 24, 199 8
and expired on May 31, 2003, has not been renewed. You have also not responded to a request mailed to
you on June 23, 2005 requesting additional infonnation concerning your pennit renewal application,
Continued operation of your facility without an active pennit may result in an enforcement action by the
Division of Water Quality (DWQ), in accordance with North Carolina General Statute 143-215,6A to
143-215,6C.
In accordance with a phone conversation with Thomas Donn of En,,irosouth on October 10, 2005, DWQ
understands that the permitted, facility is not currently in operation. To comply with the permit
requirements set forth in your pennit and the North Carolina Administrative Code, the,APS is making the
following options available to you-
1, Permit Renewal. When you apply for and receive a renewal, operation of the groundwater
rendediation system will be pennitted to continue, As Such, annual fees, all requirements for
sampling and annual reports, and any operation and maintenance specified in your previous
permit will be required.
131
to Carolina
aviturally
.kquifia- Protection Section 1636 Mail service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internec fntp:Hh2o.enr,stare.nc,us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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Mr Tracy Gray
October 12, 200
Page 2 cafe
. Fermat Rescission. To apply for a rescission, you trust request you permit be rescinded in
writing, Upon receipt of your request, you will be directed to close your infiltration gallery in
accordance with the July 8, 2003 policy "Guidelines for Infiltration Gallery Closure and
Injection Well abandonment at Groundwater RernediationSites." This policy is available at
the websile located at httr):/A!w.ehm-.state.nc.us/, under the Publications link. Any
abandonment of wells, either temporarily or permanently, must be in accordance with 15
I C. G 2C°.0 113. Reactivation of the subject retned"a.ation system will require a new permit
should you elect to have your permit rescinded,
ilure to respond to this notice within thirty (30) calendar days from the date of this letter shall result in
the return of your permit application, Notice of Violation and a civil penalty.
If you have any que Lions concerning the renewal/rescission of your pen -nit, please contact me by
telephone at lglq 7I5- 164 or by email at rrmichael.ranclt ncrnail.net.
interely,
j'. "./ 4ftz
I. Michael Renck, P.G., Hydrogeologist
Groundwater Protection Unit:.
cc: Amber Landon, MR t
APS - Central File
AP - Groundwater Protection Unit
Thornas Donn, Env° rosoutli

Michad F Easley, Governor
William G. Russ Jr,, Secretary,
North Carolina Department of Environment and Natural Resources
'.. F
Alan W, Klimek, P,E, Director
' Division of Water Quality
June 23. 2005
Tracy Gray
Bank ofArrlerica
901 Main Street, 1 "' F loon
Dallas, TX 75202
ul�ject Additional Info Cation Request
st:
Permit No. WQOO15141
Ratak of Arneri a — Charlotte
toundwater l e ediation, Non -discharge
Mecklenburg runty,
-ar Mr. Gray:
The Groundwater Protection Unit has completed a preliminary review of the subject permit renewal, Additional
infion Cation is required before we can continue our review. Tease address the following items no later than July 23, 005l
1, `phase submit current and past injection volumes and pressures as required by permit condition IV. 3,
Please submit required sampling and analysis results as described in pen -nit condition IN'.
Please reference the subject permit application number when providing the requested information. Please provide
a written response/explanation to each items to enable a quicker review. All information should be signed, scaled., and
submitted in duplicate to my attention
at t e n that failure tAddovideltcomme its maybe forthcornir g following a
review of the requested information, p Tonal information on or before the above
requested date will result in your application being returned as incomplete-.
if you have any questions regarding this request, please call nee at (q 19) l 4fa 1 fad. Think you in advance for
your cooperation and timely response.
Sincerely,
t"
. Michael Rat c
Groundwater Protection unit
cc; Amber Li don, NIRO NC
PI OF ENVIR04tX"T
Thomas Donn, Envirosouth
AP -Central Piles RECEIVED
pU files :
Penn it File 'tea QOO 15 141 ( JUN 2 12005
MOORESVILLE REGIONALOFFICE
DWQ.GR0Ut41)WATER SECTION
�co'_hCarofina
&WA
Aquifer Protection Section 1616 MailSendcc Center Raleigh, NC 27699-1 t36 Phone [phone] CuAcmur service
Internet-, htrp.lrra2o.ent.state,ne.us 2728 Capital Boulevard Raleigh, NC 27604 Tax [phone] 1-87-62 -674
Fax [phone]
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I
February 17, 2005
Mr. John J. Jakicic, Banking Officer
Bank of America
231 S. LaSalle Street
Special Assest 81h Floor
Chicago, Illinois 60697
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7002 2410 003 0272 8989
Dear Mr. Jakicic,
Michael K Easley, GoNernor
W i I I rarn G, Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
Alan W. Khmek, P.E. Director
Division of Water Quality
Subject: Request for Permit Renewal
Groundwater Remediation
Bank of America Corp. - Charlotte
Permit Number WQ0015141
Mecklenburg County
As of this date, our records indicate that the above referenced permit, which was issued on June 24, 1998 arid
expired on May 31, 2003, has not been renewed. You also have not responded to the letter mailed to you on September
29, 2004 requesting permit renewal, It is both a condition of your permit and required by 15A NCAC 2H .021 1 to request
a renewal of your permit at least 180 calendar days prior to its expiration date. Failure to apply fbr permit renewal, and
continued operation of your facility without all active permit may result in an enforcement action by file Division, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C. Therefore, it is imperative that you submit a
permit renewal application for review as soon as possible.
Although the Underground Storage Tank (UST) Section may have informed you that groundwater rernediation is
temporarily not being directed at your facility due to Session I-aw 2004-124, you are still required to submit either a
permit rescission request or a permit renewal application to the Aquifer Protection Section (APS). To comply with the
permit requirements set forth ill YOUr permit and 214 .021 1, the AIDS is making the following options available to you:
1. Permit Renewal, When you apply for and receive a renewal, operation of the groundwater
rernediation system will be permitted to continue. As such, annual fees, all requirements for sampling
and annual reports, and any operation and inainteriance specified in your previous perinit will be
required.
2. Permit Renewal with Sus ride Actions. Under this option, you must still apply for a permit
renewal. However, you may indicate that operation of the remediation system has been suspended,
but you desire to maintain the permit should the need arise to restart the system, As such, operation
of the rernediation system will be prohibited until such time that a permit modification is obtained
from the Division allowing operation of the system. Under the "Pert-trit Renewal with Suspended
Actions" option, all monitoring and annual reports will be Suspended until otherwise notified.
Infiltration galleries will be directed to be winterized as a permit condition, as well as temporary
abandonment of any monitoring wells in accordance with 15.E NCAC 2C 01 13(a),, Annual fees will
still be required, but may be reimbursed under the NC State Trust Fund as a directed cost. This
option allows you to keep your system inactive until remediation is once again directed by the UST
Section. At that point, you will need to request a modification to your permit to activate your system.
o1w
Nop"hCarrifina
Aquifer Protection Section 1636.10ail service Center Raleigh, NC 27649-1636 Phone [phone] Customer Screice
Internet: hufnA2c,.enr,state,nc,us 2728 Capital Boulevard Raleigh, NC 27604 F ax [phone] 1-877-623-6748
Fax [phone]
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3. Penrut Rescission. To apply for a rescission, you must request your permit be rescinded in writing.
Upon receipt of yaur request, you will be directed. to close your infiltration gallery in accordance with
the July 8, 20,03 policy "Guidelines forthe Closure of Infiltration Galleries and the Abandonment of
Injection Wells at Groundwater emediation Sites." This policy is available at the website located at
h t t p:,!', under the flublications link. Any abandonment of wells, either temporarily
or permanent, must be in accordance with 15A NCAC 2C .01 13. Reactivation of the subject
remediation system will require a new permit should you elect to have your perinitrescinded.
,e to respond to this notice within thirty (30) calendar days from the date of this letter shall result in a Notice
of violation and a civil penalty. it you choose to renew your permit, please complete the tirounawater Kenicuiatjon
permit Application at the website p under the Publications link and submit to the following
address, Written requests to have your permit rescinded may also be submitted to the address listed below-
NCDF-NR-DWQ
Aquifer Protection Section
1,636 Mail Service Center
Raleigh, NC 27699-1636
If you have any questions concerning the renewal/rescission of your pernint, please contact Ervin Lalie at [phone],
or email him at If you have any questions concerning reimbursement of your system, please
contact George Matthis with the UST Section at (919) 733-133-1
Sincerely,
Debra J. Watts, Supervisor
Groundwater Protection Unit
cc: Mooresville Regional Office:-- APS
APS Central Files
UST Section

Michael F. Easley, Governor
William G, Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
January 10, 2005 NC DEPT. OF E VIRONMENT
AND NATURANESOURCES
RECEIVED
A, MILLER
OWNER/PERMFITEE,
525 N. TRYON STREET
CHARLOTTE, NC 28255
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7002 2410 003 0272 8347
JAN 12 2005
Subject. Request for Permit Renewal
Groundwater Remediation
Bank of America Corp. - Charlotte
Permit Number WQ0015141
Mecklenburg County
Dear Mr.Miller,
As of this date, our records indicate that the above referenced permit, which was issued on June 24, 1998 and
expired on May 31, 2003, has not been renewed. You also have not responded to the letter mailed to you on September
29, 2004 requesting permit renewal. It is both a condition of your permit and required by 15A NCAC 2H 021 1 to request
a renewal of your permit at least 180 calendar days prior to its expiration date. Failure to apply for permit renewal, and
continued operation of your facility without an active permit may result in an enforcement action by the Division, in
accordance with North Carolina General Statute 143-215,6A to 143-21 5.6C. Therefore, it is imperative that you submit a
permit renewal application for review as soon as possible.
Although the Underground Storage Tank (UST) Section may have informed you that groundwater remediation is
temporarily not being directed at your facility due to Session Law 2004-124, you are still required to submit either a
permit rescission request or a permit renewal application to the Aquifer Protection Section (APS). To comply with the
permit requirements set forth it) You]- permit and. 21-1 .0211, the APS is making the following options available to you;
1, Permit Renewal, When you apply for and receive a renewal, operation of the groundwater
remediation system will be permitted to continue, As such, annual fees, all requirements for Sampling
and annual reports, and any operation and maintenance specified in your previous permit will be
required,
2. Permit Renewal with Sus�ded AcCions. Under this option, you must still apply for a permit
renewal. However, you may indicate that operation of the remediation system has been suspended,
but you desire to maintain the permit should the need arise to restart the system. As such, operation
of the remediation system will be prohibited until such time that a permit modification is obtained
from the Division allowing operation of the system, Under the "Permit Renewal with Suspended
Actions" option, all monitoring and annual reports will be suspended until otherwise notified.
Infiltration galleries will be directed to be winterized as a permit condition, as well as temporary
abandonment of any monitoring wells in accordance with 15A NCAC 2C .01 13(a). Annual fees will
still be required, but may be reimbursed under the NC State Trust Fund as a directed cost. This
option allows you to keep Your system inactive until rernediation is once again directed by the UST
Section. At that point, you will need to request a modification to your permit to activate your system.
NyhCaro ina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer, Service
lntcrocl,Y; http:/Al2(1,er1r star c ficAll", 2728 Captal Boulevard Raleigh,,NC 27604 Fax [phone]-f�23-6748
Fax [phone]
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IPe it Rescission Tn apply for a rescission you must request your permit be rescinded in wr"tine.
Upon receipt of your request, you will be directed to close your infiltration gallery in accordance with
the July 8, 2003 policy "Guidelines for the Closure of Infiltration Galleries and the Abandonment of
Injection Wells at Groundwater Remediation Sites." This policy is available at the website located at
h!ML//jg--w.ehnr.state.nc,ns/ under the Publications link. Any abandonment of wells, either temporarily
or permanent, must be in accordance with ISA NCAC 2C .0113, Reactivation of the subject
remediation system will require a new permit should you elect to have your permit rescinded,
Failure to respond to this notice within thirty (30) calendar days from the date of this letter shall result in a Notice
of Violation and a civil penalty. If you choose to renew your permit, please complete the Groundwater ,emediation
Permit Application at the webs to httD://gw,chnr,state .nc,us/ under the Publications link and submit to the following
address. Written requests to have your permit rescinded may also be submitted to the address listed below:
NCDENR-DWQ
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
If you have any questions concerning the renewal/rescission of your Permit, please contact Ervin Lane at [phone],
or email him at ervin.lane(Rricmailmet. If you have any questions concerning reimbursement of your system, please
contact George Matthis with the UST Section at [phone]
Sincerely,
Debra J. Watts, Supervisor
Groundwater Protection Unit
cc: Mooresville Regional Office -- APS
APS Central Files
UST Section

or- AQUIFER PROTECTION REGIONAL STAFF RE11" COPY
Date: 4une 13 200-5 County: Mecklern bUra
To: Aqyjt cara ntral Office Permittee: Bank Of America
Central Office Reviewer: Mike Raney Project Name: IPT Terminal Incident
Regional Login No:_ Application No.:
1. GEIVF,R,-IL LYFORA1.4 T10,,V
I:, This application B (cheek all thal apply): New 0 ReneNval
Minor Modification 0 -Major Modification
* Surface IrrigAtion rc Reuse [] RecycteE] High Rate Infiltration Evaporationihifiltration Lagoon
* Land Application of Residuals Attachinent B included 503 regulated El 503 exenipt
0 Distribution of Residuals F] Surface Disposal
Z Closed -loop Groundwater Reniediation [] Other InJection Wells (including in situ rernediation)
Was as site visit conducted in order to prepare, this report"' EJ Yes or Z No,
a, Date (A site visit: N'A
.L�-
b. Person contacted and contact information:
cSite visit conducted by� --
d. Inspection Report Attached-. F1 Yes or E No,
1 Is the follo%ving inteirniation entered into the BIMS record for this app] ication C01'rect?
E Yes orEl No. If no, please complete the followingor indicate that it is correct on the current application,
For Treatment Facilities:
a. Location:
ls. Driving Directions
c, USCYS Quadrangle Map narne and number:
d, Latitude- -­ -- Longitude-
e. Regulated Activities /Type of Wastes (c.g,, subdivision, food processing, municipal wastewater):
(ff niqLfio-sites either indicate �vhich sites the, information gppla i c )Asti a new section into
,L ,q aysfQT adsits
or attach additio a]
a, Location(s):
b. Driving Ida; ,,,,ctions:
c. 'USGS Quadrangle Map name and number:
cf I-atitude: — Lojigiftide: ­­
Descripgtea Of '*N'aste "s And Facilities
1, please attach completed rating sheet. Facility Classification:
2. Are the aeNN, trcatment facilities adequate for the type of waste, and disposal systern?
FORM: lFf staff report WQOO 15141 1

AQUIFER PROTECTION REGIONAL STAFF REPORT
3,
Ej YesEl No [:] N/AIf no, please explain:
Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer') 0 Yes El No 0 N/X If no, please explain-, __
4, Does the application (maps, plans, etc,) represent tire actual site (property lines, wetts, surface drainage)? El
Yes P No [] N/A. Ifno, please explain-, —
5. Is the proposed residuals management plan adequate and/or acceptable to the Division. El Yes El No LJ
N/A{ If no, please explain: .--
6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
El YesEl NoEl N/A. 11"no, please explain: ____
7® Are the new treatment facilities or any new disposal sites located in a I 00-year floodplain?
El Yes 0 No 0 N/,k If yes, please attach a, map showing areas of 100-year floodplain and please explain
and recornmend any mitigative measures/special conditions in Part IV: —
8, Are there any buffer conflicts (new treatment facilities or new disposal sits)? [I Yes or No. If yes, please
attach a map showing conflict areas or attach any new maps you have received from the applicant to be
incorporated into the permit: —
9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, etc.) adequate'? D Yes E I No 0 N/A. Attach map of existing monitoring well
network if applicable. Indicate the review and compliance boundaries. If No, explain and recommend any
changes to the groundwater monitoring program:
10. For residuals, will seasonal or other restrictions be required? E] YesE] No 0 N/A If yes, attach list of sites
with restrictions (Certification B?)
III RENFH,',4LA�NDVOI)IFICzITIOiVAII. L
DescriATiara t f °`aste Andfacilities
I , Are there appropriately certified ORCs for the fiacilities? 0 Yes or 0 No,
Operator in Charge: _.__ Certificate #.__
Backup- Operator in Charge. __ Certificate #:_
1 Is the design, maintenance and operation (e.g. adequate aeration, sludge Nvasting, sludge storage, effluent
storage, etc) of the treatment facilities adequate for the ty o
P e f waste and disposal system? E' Yes or [:] No.
If no, please explain:
1 Are the, site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? 0 Yes orEl No. If no, please explain:
FORM- IPT staff report WQOO 15141 2

a
6.
[lie site changed in any, way that may affect permit (drainage added, tiew wells inside the compliance
boundary, new development, etc,)? If yes, please explain- Ljnj� LioLvmp, _Ljg,,ecj,.1nore info,
Is the residuals management plan for the facility adequate and/or acceptable cc) the Division?
[.-j Yes orEj No. If no, please explain: N/A
Are the existing application rates (hydrardic, or nutrient) still acceptable'? D Yes or 0 No, If no, please
7. Is the existing groundkvater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc) adequate? N Yes 0 NoEl N/A. Attach rnap of existing monitoring well network if
applicable, Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
8, Will seasonal or other restrictions be required ficir added sites? YesENoENA Ify
esattach list of sites
with restrictions (Certification B?)
9, Are there any buffer conflicts (treatment facilities or disposal sites)? 0 Yes or E] NoIf yes, please attach a
niap showing conflict areas or attach any new maps you have received from the applicant to be incorporated
into the permit. _-,-
10, Is the description of the facilities, type aiiidlor volume of NNaste(s) as written in the existing perinit correct? Z
Yes or [:] No. If no, please explain: --n—n—n-n-
11, Were monitoring wells properly constructed and located? E Yes orE] No [ ] N/A. If no, please explain:
12 w Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? Z Yes or
El No 0 N/A, Please surnmarize any findings resulting from this review: Groundwater p i npL 10 1 . ing is_
conducted at the site on a semi-annual basiLbut none of the -qLmzd s Ling of the remediation x� has
�5,
been su bin itted to the regi �otjql 1� qnj qffitq�� ri � -y��d
13Check all that apply: El No compliance issues; E] Notice(s) of violation within the last permit cycle; D
Current enforcement action(s) Ej Currently tinder SOC; E] Currently under JOC; F1 Currently tinder
moratorium, If any items checked, please explain and attach array documents that rnaNy help clarify
answer/comments (such as NOV, NOD etc): Monitorni of c gi vLaler rgipe diation ,s Lij trs reqmped in
LtUe_pqght_bas rrqt eer-LejonCugt� tj i, s y tbeen submitted t ieq�&on- offi ja_ _ _ _L qjtfr _ qg L_
14 I lave all comp] iance dates/conditions, in the es,isting pernrit, (SOC, JOC, etc,) been complied with? Yes
El No 0 Not Detertnined Z MIA- If no, please explain-.
15. Are there any issues related to conipliance/enforcenrent that should be resolved before issuing this- permit',?
Yes or El No Z N/A, If yes, please explain:
FORM: IPT staff report WQOO 15141 3

AQUIFER PROTECTION REGIONAL STAFF REPORT
IV VNIJECTMY IVELL.PE RMITAPPLICA LIONS (Complete these two sections for all systerns that use ittject ion
wells, including closed -loop groundwater rernediation effluent injection wells, in situ, rernediation injection wells, and heat
pump injection wells,)
pm!j.� ation
I Type of irjection system:
Fleatingy1cooling water return flow (5A7)
Closed -loop heat pump system (54 M/5QW)
El In situ rernediation (51)
Z Closed -loop groundwater rernediation effluent injection (51,P'Non-Discharge")
El Other (Specifv:
Does system use same well for water source and injection! Z Yes No
3. Are there any potential pollution sources that may a ffect injection? Z Yes ONo
What is/are the pollution source(s)? The site is a bulk etroleurn terminal nunrcrou otprip 1_pipeline�.', and
,-qr
AhL itign
T,rqurLd tear agee tankeisn site.. s xt oWhat is the distance of the hjqction thp_VL_
Hrurq4_012) -0f t .
4. What is the minimum distance of proposed injection wells from the property boundarsy? N/A ftµ.
5. Quality of drainage at site: E]flood H Adequate 0 Poor
6. Flooding potential of site: El Low Z Moderate [I High
7. For grOUndwater remediation systerns, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.)adequate? Z Yes El No, Attach
trap of existing monitoring well net -work if applicable. If No, ex lain and recommend any changes to the
P
groundwater monitoring prograrn:__
8. Does the neap presented represew the actual site (Property lines, wells, surface drainage)? Z Yes or [] No. If
no or no map, please attach a sketch of the site. Show property, boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
M In . ection Well Permit Renewal And Modification, 00,L,
m-
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e,g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
0 Yes E] No, 1f_yq,,,_qxplqJ_n', N/A
2, For closed -loop heat pump systems, has systern lost pressure or required make-up fluid since permit issuance
or last inspection? [] Yes E] No, If VM expjarin: NIA
3. For renewal or mod
contiiittedi'additional/inodifted it ve an adverse ct
i! -on -n-t2nati oa_(a�ie-P Lu qi_e_ _() tjlaattoqzeln —el Ll
the contarnination incident? E] Yes E] No. If o nglLi, e it information to
L_ LILq_ p Q &j�j_ -
FORM- 111T staff report WQOO 15141 4

PROTECTIONAQUIFER STAFF REPORT
make this detertnina t on. No infionn ation, on the inflgent., , luent sagipfill pit• i ,- ,Lo rates has been received
jgpia office,
4rill ing contractor: N antc: NI
Address;
Certification ntrrnl cr
5. Complete and attach Well Construction Data Sheet. /A
FORM: IN'staff report WQOO 15141

AQUIFER PROTECTION REGIONAL STAFF REPORT
K EVIILIr,4TIOlVAiVDRECO,,�tilfEiVDATIOjVV
L Provide to ay additional narrative regarding your review of the applicationInfirwination that was required in the
original permit was not received by the regional office, including injection VOILITTles and pressures of the
irdection well and influent and effluent sampling. This information is necessary to be able to complete to review
of the permit appl i cat ion
2, Attach Well ConstrUCtion Data Sheet - if needed information is available
3, Do you foresee any problems with issuance/renewal of this permit'? El Yes 0 No. If yes, please explain
brieflyin none ofthexMI-c0se1pff njgwasqondqctedjtisnQt .�o�s �iL p Le,.!know whe tl er o, not e
syst qrq is
4, List any items that you would like APS Central Office to obtain through an additional information request.
Make sure, that you provide a reason for each item:
Hein
eis'—On
All influent and effluent sampling that was, None was provided to the regional office.
conducted during operation of the injection
well,
j Current and past injection volurnes and rates. None Ns,-erc provided to the regional office
5. List specific Permit conditions that you recommend to be. rent ovedfrom the permit when issued. (mice sure
that you provide a reason for each condition:
6. List specific special cond itions or compliance schedules that you recommend to be included in the permit when
issued, Make sure that you provide to reason for each special conditiow
Condition Reason
7. Recommendatiow F] Hold, pending receipt and review of additional int"Ormation by regional office -El Hold,
pending review of draft permit by regional office; E] issue upon receipt of needed additional it ilormation; I-D
Issue; [:] Deny. If'deriy, please state reasons�
8. Signature of report preparers):
FORM: IPT staff report, WQ0015141 6

AQUIFER PROTECTION
NALSTAFF REPORT
;i
Signature f APS regional supemis r: ..._
Date:
'E W i tit r c t i1 ast % treatment _�ircs that i c
,�n(.r�achieve l
i t it L —_fqq p t9 i _ on well. Since there hasbeen no in, fluent or effluent d ggp submitted,
in ntat_mand � aGgjCi n cat �t1j grinit condition,

1L,1FE-,R Pl�tQ FEX-TION SECTION
APPLIC.-kTION 1UNIEW Rq�,F.'Uf7sl' FORNI
To- F-1 Landon R,,tvidson—ARO-APS David May, WaRO-AIIS
Art RzirlillaIAL, FRO-APS Ch�arfic. Stehman, WiRO-APS'
Andrew Flirr, NIRO-APSheiS L -fi Kich nt, WSRO-APS
Ej , no.Jay Zimmoritian, RRO-APS NC DEPT ,14
Protection Ullit AND NTURAL ARESOURCES
RECEIVED
Ftix: (91M!15-0588
mic, ligel.ra tick (4, ncma 11,mn
MAY 9d 6- 2 0 0
A. PermitNumber: W -5, j MOORESVILLE REGIONAL OFFICEE
Y —I " � A I ?L
B. Owner: Bank of �%mcrica DWQ-GROUNDNATER SECTION
C. 111f9mcli!1jilt,1%rr r nrtirnrr: 11"I'Term'nal lncichjit - Bank of ArTlerica, Charlotte
L
El Proposed E, Existing E] 0i)-ration
Facilitv
D. i� �)Iica�fion:
I.PerrnitType: Animal Surface lifig'ation fl-R Infiluatioll
Reust
El Recvcic 11F'Lagoon I GW Rernediat'ort (ND)
(5,QW k:lascd loop water only geothermal
For Residimls: Land App. -1 1")&1114 --1 Sut face., Disposal
[1 503 0 503 El ,-,,nimal
2. Pro ect Type: 0 New Nlajor Mod .1 Mior od. ReneRenwal, 0NJ,,11 '. Commentsf0ther Information: 1 as like toaccoinpany you oti asite visit.
Attached, you will fired all infornm6on submitted in support of the above -referenced application foe - your
review, comment, and/oraction. Within 30 calendar days, pleasc take the following actjons�
Return �� Completed Form AP'SSRR.
Attach Well Construction Data Shca
Attach Attachment B for Cerfifia-,ation by the LAPCU
0 Issue an Attachment B ("ertification from the, RO",
Remember that you will be responsible for coorchnatinr s1tc visits, revie-ws, as wcH as adlitional
information rcqUC1,,tS Wit)) other RO-ALPS rCP1-(,,SeTHJtiN'CS in order to prepare as cctmplev. Attadinnem B for
�'vtllfication� Refer to the R,P11 SOP for addinonai detail,
When you, receive this request form., please Write your name and clates in the spaces below, inake a �:opy
of this sheet, and return it to tbe appropriate Central Office -Aquifer Protection Sectiott coutact person
listed above.
pr
RO-APS Revicivclr:,e� "A
Mite:
17
FORNt AP'SARR 09/04 Pai"'c I of I

AQUIFER PROTECTION SECTION
APPLICATION REVIEW RE_Q�ST �FQR�M
Date: May, 2Q,2005
In: E] Landon Davidson, ARO-APS David May, WaRO-APS
[-I Art Barnhardt, FRO-APS El Charlie Stelitnart, WiRO-APS
Z Andrew Pitner, MRO-APS Sherri Knight, WSRO-APS
E:1 Jay Zimmerman, RRO-APS NC DEPT, Ul- tw v1Ko1qtv1tN f
f �4 AND NATURAL RESOURCES
From: Mike Ranc - koundwater Protection Unit RECEIVED
Telephone: Fax: J212111jzQ5M
E-Mail: michael.ranckftcrnail.net MAY 2 9 2005
A. Permit Number: MWQ001,5141
i ') I I , f VJ M"ESVILLE REGIONAL OFFICE
B. Owner: Bank of Anterica DWO-GROUNDWATER SECTION
C. TPT Terminal Incident - Bank of America Charlotte
0 Proposed Z Existing El Facility Operation
D. AQQ!kA!j2n:
1. Permit Type: E] Animal El Surface Irrigation El Meuse El H-R Infiltration
El Recycle El I/E Lagoon 2 GW Rernediation (ND)
E] UIC - (5QNV) closed loop water only geothermal _
For Residuals: [] Land App. El D&M [I Surface Disposal
[1 503 El 503 Exempt F] Annual
2. Prqject 7ire: E] New 0 Major Mod. E] Minor Mod. Z Renewal El Renewal w/ Mod,
E. Coniments/Other Information: El I would like to accompany you on a site visit.
Attached,, you will find all infortnation submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the followving actions:
Z Return as Completed Form APSSRR,
El Attach Well Construction Data Sheet,
El Attach Attachment B for Certification by the LAPCU.
El Issue an Attachment B Certification from the RO*.
Remember that you will be responsible for coordinating site visits, reviews, as well as additional
inforniation requests with other RO-JUIS 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:
FORIV!k APSARR 09/04 Page I of I

' Michael P, Easley, Governor
William G Ross Jr., Secretary
North Carolina Departanent of Environment and NatUral Resources
Alan l k Klimek, P.E. Director
Dilirisicyn of Watet Quality
NC .-
Of nwoo-IM-C-S
May 20, 2005
Thomas F. Donn MAY 14 2005
nv rosouth, Inc;
3440 Augusta Road
Greenville, SC 29605 MOORES%&LE REGIONAL
j3�66ROUtq))N#,TER SECTION
Subject: Return of Fee, Application No. WQOO151 1
Bank of America Coip - Charlotte
Groundwater Remediation, tin -discharge
Mecklenburg 'aunty
Dear' r. Donn
Please find enclosed your check submitted with the above refotenced pernJit application
The Division of Water Quality no longer charges lees for renewals or minor
modifications of permit applications.
If you have any question regarding this letter, please feel free to contact the Aquifer
Protection Section at 919-733-3221.
Sincerely;
fir DePra.Watts
Supervisor
cc: Mooresville Regional Office, Aquifer Protection ion Section
Tracy Gray, Bank of America
APS Return Cheek'File
Penult Application File WQ0015141
One
NoMarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone (91'9) 733-3231 Customer Service
Internet: http1/h2o,enr,s1ate n ,us 2728 Capital Boulevard Raleigh, NC 27604 Fro (919) 7€5-058 1-877-633- 748
An Equal Oppartunity/AffirmaNe Action Employer— 50 1geqd 110% Post Consu r Paper

Michael F. Easley, Governor
William G, Ross Jr,, Secretary
North Carolina Department of Enwronment and Natural Resources
Alan W. Klimek, RE, , Director
Division, of Water Quality
EMMM
Tracy Gray
Bank of America
901 Main Street, 21st floor
Dallas, TX 75202
Subject: Acknowledgement of Application No. WQ0015141
Bank of America Corp - Charlotte
Groundwater Remediation, Non -discharge
Mecklenburg County
Dear Mr. Gray:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your
permit application and supporting materials on May 19, 2005. This application package has been assigned
the number listed above and will be reviewed by Michael Ranck.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PR03ECT.
Sincerely,
co"'
r e®r
Supervisor
cc: Mooresville Regional Office, Water Quality Section
Thomas F. Donn, PG, Envirosouth, Inc.
Permit Application File, WQ0015141
NPM
tr hCarolina
Aquifer Protection Section 1636 Mai I Service Center Raleigh, NC 27699.1636 Phone [phone] Customer Service
Internet: 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone] l-877-623.6748
Fax [phone]
An Equal Opportunity/Aftirtuative Action EmploycT — 50% Rccyolcd/101% Post Consumer Paper

RO SOUTH
Environmental Cons0ants
7NorthCarolina
May 16, 2005
Division of Water duality
Aquifer Protection Section
Groundwater Protection unit
1636 Mail Service Center
Raleigh; forth Carolina27699-1636
ttn: Mr. Ervin Lana
o; Permit Renewal
Former I T Terminal
Paw Crook; North Carolina
Groundwater incident #11751
Envira south Job No. 1059
Dear Mr. Lane:
n behalf of Bank of America, EnviroSouth, Inc. is providing your office with the attached Permit
Renewal for the above referenced facility.
If you have any questions, please call our office at 4- 36-901 g:
Sincerely,
nvirgo oath, Inc;
r .,
m
Thomas I. Bonn,°.
Z.
...
Principal Hy rog ologi t
,a
N.C. Licensed geologist (
,-
Attachment
cc r. Tracy gray, Bank of America
plaon � 864.236.9010 w fax: [phone]
3440 Augusta Road ° Greenville;, SC 29605 > w6w, enviroso th.corr

This perimt application form is hor systems wisich use either infiltration galleries or injection wells to discharge treated groundwater
into the subsurface. Each section of this application must be completed unless otherwise noted, Contact the Aquifer Protection Section
at [phone]- tolobtain Groundwater Rernediation Permit Application Guidelines.
1, GENERALENTFORMATION,
1.
Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Bank o,f America
2,
Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Z XJ-
3,
Mailing address. -
cirv: State: zip:
14 209-1558 (site contact Mr. Trac Gr
Telephone Number- Y —4y-L-
4
Project Marne (please specify, the name of the facility or establishment - should be consistent on all docurn09
included in this application package: IPT Terminal Incident #11751
5,
Location of Remediation Activities (Street.Address). 7856 Mount Holly Road
City% Paw Creek -State,, NC ZIP: I-
6
Courry of Remediation Acitivioes- M e c k I e n bji�C o�LLn t
7,
Latitude: 5-14
— -'—;Longitude 80' 50' ----- —ofRemediatioriActivitirs.
8,
Contact person who can answer questions about application:
Name: Thomas F. Donn P.G. Telephone Number: (
9.
Application Date: 0 5L1 0_1
10.
Fee Suisnutted- $—�7 5 --0 0 [The permit processing fee should lie as specifed in 15A NCAC 2H .0205(cXs).3
11. PERMITINFORMATION: Application No. (will be completed by DWQ):
1, Specify whether project is:_ new; renewal*; —modification
For renewals, complete only sections 1, 11, and applicant signature (on page 8). Submit only pages 1, 2, and 8 (original
and three copies of each). Engineer's, signature not required for renewal without other modifications.
1 If this application is beingsub mitted as a result of a renewal or modification to an existing permit, list the
existing permit number -3 and its issue date __jurre 24, 1998
FORM: GWRS 09/04 Page I of 9

Pr
Name and Complete Address of Engineering Firtir
City: State: ---- zip:
Telephone Number:
Fax Number:
Professional Engineer's Certification:
attest that this application for, —
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
C,
the proposed desist has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal sa . ifies that I have
revie-wed this material and have; judged it to be consistent mritrh the proposed design. on
North Carolina Professional Engineer's Seal, Signature, and Date: c3*
Li
no
Applicant's Certification-
L attest that this application for
his been revie-wed b�y me and is accurate and c plete to the best of my knowledge. I understand that if all required parts of this
application are not completed and- ppoiting information and attachments are not included, this applicirion package
will be returned to couiplete.
Signature Date
THE COMPLETED
AG4, INCLUDINNG ALL SUPPORTIN'G INFORMATION AND yUkTERIALS,
BE SENT TOTHE FOLLOWfNG ADDRESS:
NORTH CAROL LIMA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
GROUNDWATER PROTECTION UNIT
1636 MAIL SLRVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER; [phone]
FAX NUMBER. [phone]
FORM., GWRS 09/04
Page 8 of 9

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAlL
RETURN RECEIPT REOUESTED
JOHN J. JAIL =
BANK OF AMERICA-CHARLOTTE SIT
231 S, LASALLE ST;SPECIAL ASSE
CHICAGO IL 60697
NWF
"Ok D
NORTH CAROLINA DEPARTMENT OF
ENWRONMENT ANic NATURAL RESOURCES
11/23199
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT
PERMIT NUMBER WQ0015141
BANK OF AMERICA-CHARLOTTE SIT
MECKLENBURG COUNTY
Dear Perrnlftee:
Payment of the required annual administering and compliance monitoring fee of $675,00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.01 05, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1a) and (to). Because this fee was not fully paid within
30 days after being bliled, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.0105(b) (2) (k)
(4), and G.S. 143-215A (b) (3).
Effective 60 days from receipt of this"notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is received within that time Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, No 27626-0535
If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. This request must be in the form of a
written petition conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447, Unless such request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:
Mr, Rex Gleason, Mooresville Water Quality Regional Supervisor, [phone]
Sincerely,
1,77
Kerr T. Stevens
cc: Supevisor, Water Quality Permits and Engineering Unit
Mooresville Regional Office
County Health Department
P.Q. Box 29535, Raleigh, North Carolina 27626.0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

ppPPPP_ 0 North Carolina
f t
0
epartment of Environment
f I
ura andpaNramturalr Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 24,1998
Mr. John J. Jak-icic, Banking Officer
%"o
Bank of America
C_
231 S, LaSalle Street
Special Assets, Sth Floor
Chicago, Illimos 60697
',ubject: Permit No. W QOO 15141
7-
7856 Mount Holly Road
Incident 9 11751
to
Groundwater Injection Well
ra
Mecklenburg,, County
Dear Mr. Jakicic:
In accordance with your application received
March 27, 1998, we are forwarding herewith Permit No.
WQOO 1514 1,
dated June 24, 1998, to Bank of America for the construction and operation of the subject groundwater remediation facility.
Sincerely
A. Preston Howard, Jr., P.E.
cc-, Mecklenburg County Health Department
Enviro-Pro, P.C.
Mooresville Regional Office, Water Quality Section
Mooresville Regional Office, Groundwater Section
Bob Cheek-, Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Cornpliance/Enforcement Unit
, 112111MIJ 1 11 - I A 11 1 - I
Telephone [phone] Fax [phone]
% recycled/100/6 post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
GROUNDWATER REMEDIATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
Bank of America
Mecklenburg County
construction and ogeration of a 5,760-GPD moundwagr temedidtibn facilltV comistive of a dual-screef We
wpqmwm�� M all
flan sp4dificAtiong, and "M W-4#4WM f,
Environment and Natural Resources and considered a part of this pertait.
This permit shall be eff�e frorn;the date of issuance until May 31, 2003, and shall be s*ect to the
fbilowing specified conditions and limitations:
RLInummil
I

required by flit Division of Water OtiAli
ity (Division), su6b as the construction of additional or
Teplacement trvtitmem or disposal facilities.
5. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.
6. Any residW$40n"ed from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner zippr6d by the Divisjun.
7. Diversion or bypassing of the untreated groundwater from the treatment facilities is prohibite&
OPERATION AND MAINTENANCE REQUIIIEMENTS
I. The facilities shall be properly maintained and operated at all times,
3.
U1. MONITORING AND REP•
ORTWG REQUMEMENTS
I Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
I Noncompliance Notification;
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the groundwater remediation facility which results in the treatment of
significant amounts of contaminated groundwaters which are abnormal in quantity or
characteristic, such as the dumping of the contents of'a basin or tank, the known passage of a slug
of hazardous substance through the facility, or any other unusual circumstances;
b. Anv
. process unit failure, due to known or unknown reasons, that renders the groundwater
treatment and disposal system incapable of adequate treatment and disposal, such as mechanical
or electrical failures of pumps, aerators, compressors, etc.;
2

"qq
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directlyto
receiving waters without treatment of all or any portion of the influent to such station or facility;
or
d. Any time that self -monitoring information indicates that the groundwater treatment and disposal
system is not in compliance with any specified permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWAIKII����
1. Prior to operation of the groundwater remediation system, the permittee shall certify the mechanical
integrity of the injection well as defined by 15A NCAC 2C .0207. Additionally, an engineering
certification shall be provided stating that the injection well has been constructed in accordance with
15A NCA C 2C .0200 and the conditions of this permit. This certification shall be forwarded to the
Groundwater Section Permits Unit, PO Box 29578, Raleigh, NC 27626-0578 prior tooperation of the
system.
One copy of the results of the sampling and analysis must be received by the Groundwater Section,
Permits and Compliance Unit, PO Box 29578, Raleigh, NC 27626-0578 and one copy shall be sent to
the Mooresville Regional Office, address 919 No Main Street; Mooresville, NC 28115, on or
before the last working day of the month following the sampling month.
6. The groundwater treatment system shall consistently achieve at least a 95% treatment efficiency (i.e.
remove 95% of the influent contaminants) prior to discharge to the injection wells. If the treatment
system fails to consistently achieve this standard, additional treatment units or changes in operational
methods, may be required.
7. All components of the groundwater recovery, treatment, and disposal system shall be properly
weather -proofed to prevent freezing and failure of the system.
3

10. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
a, the date, exact place� and time of sathpling or measurements,
bthe ind�ividual who peffbirned the sampling or measurements,
c. the date the analyses were performed,
d, the amdyticdl tdc-hruAbes or methods used, and
e. the results of any such sampling, measurements, and analyses.
........... ........ Afto •
3 Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit, may
11

V1. GENERAL CONDMONS
I Issuance of this permit does not constitute approval for reimbursement from the Leaking Petroleum
Underground Storage Tank Cleanup Funds (I 5A NCAC 2P).
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
4. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Pennittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.
5. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of this project.
6Failure to abide by the conditions and limitations contained in this permit may subject the Pe tree
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
2156A to 143-215.6C
7The annual administering and compliance fee must be paid by the Permittee within thirty (30) days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
& The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction.
9, The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.
5

ppppp�
Permit ;issued this t twenty-fourth day of June 1998
d
NOR` ° CAL MENTAL MANAGEMENT COMMISSION
If A. Preston Howard, Jr., F.E., Director
Division of Water Quality'
y .authority of the Environmental Management Commission;
Permit Number WQ0015141

Permit No. WQOO l"l i
June 24, 1998
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duty registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically, weekly, full tithe) the construction of the project,
Project Name Location and County
for the. Permittee hereby state that, to the lest of my abilities, due care and diligence was used in the observation of
the construction such that the construction was observed to be built within substantial compliance and intent of this
permit, the approved plans and specifications, and rather supporting materials;
Signature registration No.
Date
7

r`.
e yR �E4V
IM."Wil-lamm
saw

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
June 6, 1998
MEMORANDUM
To: Kim Colson
SE.G
Water Quality Section
Through- Bob Cheek, Supervisor
Permits and Compliance Unit
From: Gale Johnson, Hydrogeologist
Subject: Bank of America (Former IPT Terminal
Groundwater Remediation
Mecklenburg County
WQ0015141/GW 9804
(Michael Allen: DEM SLAG Review Engineer)
Mims=N will
to be revised. Therefore, based upon the Groundwater Section's review of the subject permit
application and supporting documentation, the Groundwater Section makes the following
recommendations:
E Prior to operation of the groundwater remediation system, the perntittee shall certify the
mechanical integrity of the injection well as defined by 15A NCAC 2C .0207. Additionally,
an engineering certification shall be provided stating that the injection well has been

constructed in accordance with 15A NCAC 2C .0200 and the conditions of this permit, This
certification shall be forwarded to the Groundwater Section Permits Unit, P.O, Box 29578,
Raleigh, NC, 27626-0578 prior to operation of the system,
2. Pursuant to rule 15A NCAC 2C b021 1 (h), injection may not commence until construction of
the injection well is completed, the pernintee has submitted notice of completion of
construction to the Mooresville Regional Office, and the regional office staff, has inspected
or otherwise reviewed the injection well and finds it in compliance with the permit. If the
permittee has not received notice from the Mooresville Regional Office of the intent to inspect
or otherwise review the injection well within 10 days after the regional office has received the
notice, the permittee may commence operation of the injection wells.
3, The permittee shall submit a report outlining the injection volumes and pressures of the
injection well. This report may be submitted along with all other monitoring data,
4. Flow measurement devices shall be installed to monitor the volumes injected at the well. Also
the wellhead shall be equipped to measure the injection pressure at the screened interval.
5. The influent and effluent from the treatment system shall be sampled once every two (2)
weeks for the first three (3) months and monthly thereafter for the parameters specified
below:
ETA Method 6230D plus MTBE and IPE
EPA Method 625
One copy of the results of the sampling and analysis must be received by the Groundwater
Section, Permits and Compliance Unit, P.O. Box 29578 Raleigh, XC. 27626-0578 and one
copy shall be sent to the Mooresville Regional Office, address 919 N Main St., Mooresvi I le,
N.C, 28115, on or before the last working day of the month following the sampling month,
6. The groundwater treatment system shall consistently achieve at least a 95% treatment
efficiency (i.e. remove 95% of the influent contaminants) prior to discharge to the injection
well, If the treatment system fails to consistently achieve this standard, additional treatment
units or changes in operational methods, may be required,
7AD comportents of the groundwato recovery; treatment, and disposal system shall be properly
weather-proo&d to prevent &=ing and failure of the system,

oil
I Me
dispoW area, APY exceedame of standards at the Review Boundary shall require remediation
action on the part of the permittee,
10, Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
11. The permittee shall retain copies of records of all monitoring information, including all
calibration and maintenance records, all original strip chart recordings for continuous
monitoring instrumentation and copies of all reports required by this permit, for a period of
at least 3 years from the date of the sample, measurement, report or application, Records of
this monitoring information shall include, but not be linifted to, the following:
a. the date, exact place, and time of sampling or measurements,
b, the individual who performed the sampling or measurements,
C. the date the analyses were performed,
& the analytical techniques or methods used, and
e. the results of any such sampling, measurements, and analyses.
If there are any questions please let me know.
cc Barbara Christian
Permit Files
m\9805P.doc

ne , 1
To: Permits and Engineering Unit
Water Quality Section
Attn: Michael Allen
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. WQ0 0151,41
PART 1 GENERAL INFORMATION
l Facility and Address: Bank of America
756 Mount Holly Rd
Mecklenburg, North Carolina
2. Date of Investigation; May 29, 1998
Report Prepared Samar ou-Gha. ale, env. Engineer I
_, Persons Contacted and. Telephone Number: fir. Team Rol ard,
Consultant Engineer, tel (7 ) 518-2289.
5 Direction to Site: Travel Highway 7 north from Charlotte
to the community of Paw Creek. The site is located .near the
junction of Highway 27 ( t a holly Road) and "Tom.. Sadler Road
(SR 17 ) between the Amoco and Crown terminals
6. Disposal Site ( ,, List for all disposal sites:
Latitude; 5016'
Longitude: 50056'1 "
Attach a USGS Map Extract and indicate treatment,plant site
and discharge point on map.
SGS Quad o.: R 15 SW ..S.C.S, Tame: Mountain Island;
Lake, N.C.
7. Size (land available for expansion and upgrading)Ample
land is available for expansion and upgrading.
8. "Topography (location map or topographic indicating
relationship to 100 year flood plain included) : Sloping at
the rate of 2 to 1 . The site is not located in a flood
plain area.
. Location of Nearest Dwelling and Water Supply Well: The
nearest dwelling and well are approximately 000 feet from
the site.

OF,0. Watershed Stream Basin Information: U.T. to Curs Branch
a Watershed Classification: WS I
b. Riven Basin and Subbasin No.: 030834
C. Distance to surface water from disposal system:
Approximately 800 feet
PART II w DESCRIPTION DISCHARGE AND TREATMENT WORKS
1. Type of wastewater, sludge or contaminated sail
0 Domestic
100 Industrial
a. Volume: (Design Capacity)
b. Types and quantities of industrial wastewater: Ground
water has been contaminated from leaking bulk storage
facilities that contained No.2 fuel oil, kerosene
leaded and unleaded gasoline.
C. Prevalent toxic constituents in wastewater: Benzene,
Toluene, Ethylbenzene, Xylenes, Methyl tent butt'
ether, 1,-dichlorobenzene, 1, Wdichl roethane,
Chloroform, form, Chlorcbennzene, Naphthalene, Flourene and
Phenol.
«d. Pretreatment Program (POTW only) /
2. Production Pates (industrial discharges only) in Pounds Per
Day: N/A
3. Description of Industrial Process (fear industries only) and;
Applicable CPR Part and Subpart /A
4. Type of Treatment (specify whether proposed or existing):
The proposed treatment facilities consist of sparge wells,
air stripper, a pumping well, an injection well, and an
infiltration gallery.
S. Sludge Handling and Disposal Scheme:: N/A
6. Treatment Plant Classification: Class I (based on proposed
facilities
7. SIC Code (s) : S171
Primary: 66 Secondary.
Main Treatment Unit Code: 55000
PART III - OTHER PERTINENT INFORMATION

1. I this facility being constructed with Construction Grant
Funds (municipals only)? N/A,
. Special monitoring rin requests: /A
3. Air Quality and/or Groundwaterconcerns or hazardous
materials utilized at this facility that may impact water
quality, air quality, or rsundwaterContaminated
groundwater already exists at the site. An fir quality
permit for this facility may be required,.
FART T - EVALUATION AND RECOMMENDATIONS
viiro-Pro is requesting a Non -Discharge Permit for the
treatment and re -injection contaminated groundwater at the
Intercontinental Petroleum Termir al (IR'T)site in Paw Creek,
Mecklenburg County. The contaminated groundwater was allegedly
caused by a leaking underground :fuel. line. The proposed
remedia t i on will involve the treatment of aaprol ite and bedrock
groundwater. According to design procedures, a portion of the
treated water will iir ulate through the infiltration gallery and
part will be directed to an injection well..
It is recommended that the non -discharge permit be issued
pending review and approval by the Groundwater Section.
Signature of R ort,Psparer Date
Water Quality R",ional Supervisor Date

rA)
IJ
All
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drt3Ya9�.� .•� ". t.�.: " '*4 �f j h �w y " a, *�
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t
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C +F-'"'"+-...+ �✓' S W,y' � � �,� �`�l � ....,�' v� � ,.` �"- f 1`'�, @ fir' ��+ f � y `�
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Unamed
� "' V71
Tributary to
m Gum Branch
f k v�j
,
b +� , . �� „'. •ems " � � '`7 �—=� r � � k
Groundwater
Remediation
Facility
. ,�,� � yak r ,\ � # �• � rF
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G t'
` #WT
MOUNTAIN ISLAND LAKE, NC
8; Q8Q-C8-TF-0 4
1993
DMA 4954 ! -SERIES V84
W-

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility:
Owner or Contact Person
Mailing Address:
County- Telephone: (76
Present Classification: New Facility ----
Existing Facility_
NPDES Per. No. Nondisc. Per. No.WQ176/ 4-,il*i/ Health DeDt.Per No.
Rated by: Telephctne; 64-1 ate:
Reviewed by: Health Dept. Telephone -
Regional Office Telephone -
Central Office Telephone:
MISS - =0 0- -XI Zzv"44"01
62103 = me I=
SLMURFACE CLASSIF)CATM
(check all units that apply)
1_septic tanks
2._pump tanks
3.-siphon or pump -dosing systems
4-sand filters
5,_grease traplinterceptor
6,-oil/water separators
7_gravhy subsurface treatment and disposal:
8,_pressure subsurface treatment and disposal'.
6ftflkl•IVI� a fi- - ,
I. -preliminary
treatment (definition no. 32
2._Iagoons
3.-seplic
tanks
4-pump
tanks
5'-pumps
6.-sand
filters
7-grease
traplarlerceptot
8_ofl/water
separators
9_disintection
10.-chemicaf
addition for nutrientialgae control
Il.-spray
irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shed!'
be rated using the point rating system and will require an operator with an appropriate dual certification.
I
rVIVERM-M-3"
The following systems shall be assigned a Class I classification, Wjj= the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check H Appropriate)
1,_OiVwater Separator Systems consisting only of physical separation, pumps and disposal;
2.-Septic Tank/Sand Fitter Systems consisting only of septic tanks, dosing apparatus, pumps,sand fillers, disinfection
and direct discharge,
3-Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4, Closed -loop Recycle Systems-,
Groundwater Remedialion Systems consisting only of oiltwaler separators, pumps, air -stripping, carbon adsorption, disinfection
and dispos.-J;
6.-Aquacufture operations with discharge to surface waters;
7,-Water Plant sludge handling and back -wash water lreatment;
a. oat processing consisting of screening and disposal.
9.-Single4amffy discharging systems, with the exception of Aerobic: Treatment Units, will be classified 9 peffnitled altar July 1,
1993 or N upon inspection by tire Division, it is found that the system Is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
"u,
F.
MR. JOHN L JAKICIC
BANK OF AMERICA
231 S. LASALLE STREET
SPECIAL ASSETS, 8TH FLOOR
CHICAGO, ILL IS 60697
t)Pnr X41? I A WT(Tf-m
March 31, 1998 AR,,y"
Subject: Application No. WQ0015141
7856 Mount Holly Rd; Incident #11751
GW Injection Well
Mecklenburg County
The Division's Pen -nits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 27, 1998. This application has been assigned the number listed above.
Your project has been assigned to Mr. Michael D. Allen, P.E. for a detailed engineering review, Should
there be any questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Mr. N1whadrID. Allen, P.E. at 9191733-5083 ext, 547. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly,
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
MLH. olson, P.E.
Supervisor, Non -Discharge Branch, Per. Unit
cc: Mooresville Regional Office
Enviro-Pro
15 101 Regena, Lane
Charlotte NC 28278
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

GROUNDWATER SECTION GW #E]�
----------
DItPTH TO, BEDROCK FT., SEASONAL HIGH W.T, l&%Ls—u<±za FT., ANNUAL W.T. FLUX -
URFICIAL AQUIFER 3
BEDROCK/ARTESIAN AQUIFER—
GEN. LITHOLOGY C.6- d
RME'AS'LIRED L—IMEASURED
DIY. COND. FTJDAY 0 ESTIMATED FTJDAY ESTIMATED
THICKNESS
NO. OF MONITER WELLS: EBLED2: UP_ DOWN EXISTING: UP—!— DOWN:q
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION=
T 1 2 3 4 6 TA 6B
SITE GRADE (HYDROGEOL) E= SITUATION GRADER
PROPOSED SAMPLING SCHEDULE & PARAMETER(S):
HAVE THERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES NO
HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES' NDATE OF ACTION:
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN.
REMARKS/ RECOMMENDATIONS (Continue on reverse, if necessary):
GW-48R,evised 04194 HYD. REGIONAL SUPERVISOR

APPENDIX TABLE
REMEDIAL SYSTEM AND SITE ONITOI SCHEDULE
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAR LINA
Project No. EP-1229
Weekly LETR System Equipment Inspection/Maintenance/ Flow Measurements
Air Sparge System Equipment Inspection/Maintenance/ Flow Measurements
ent
SVE System Equipment Inspection/Maintenance/ Flow Measurements
Monthly LETR System Influent/Effluent mpl ng
Air Sparge System Waterlevels
SVE System Waterievels
Quarterly LETR System Emmi ions Sampling
Air Sparge System Waterlevels
SVE System OVA R adings/Ernmisions Sampling
Semiannually All Monitor Wells aterievel/C issolved Oxygen/Temperature/pH
Note-
* indicates that EPA Method 602 will be extended to include naphthalene
EPA Method Q 1 / t1 *
BTEX or permit requirements
BTEX or permit requirements
EPA Method 01/ tl "

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•1 v "-* ,� oca:x raft v $ �+Cr �. Yti m" ,"-•--.n._ rv=^'^"." 4",, „t
aV€ A ce€{.�#� A $-�* 4 ° x } %\ �',r ror 4k r Todd 9k '
£
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`„ `�`-`^+`f�",,. yu s F § 4'TM..'°Y"� t`1
Vu
SCALE 1-24 00
1 _
CONTOUR INTERVAL 10 FEET
`." TlONA"L C=cCDETIC VERTtCAL DATUM OF 1929
ANC a f
° €
tee' a
FIGURE: 1
TOPOGRAPHIC SITE LOCATION MAR
FORMER 8PT TERMINAL
CHARLOTTE, NORTH CAROLING
DRAWN BY: LAG SCALE- AS SHOWN
ROJ MOR: LAG F 9LE DAME: T ORO
DATE. , 4/14/97 LAYER:

Z
ASPHALT
TEXACO INC,
.' NW- W-1
sp
AMERICAN
IL CUMPANY*
TANS
w11
UST-
my-1 ASPHALT
TANS
TIC !� I �
Mil-1 TANK� m- _ TANS
1
mw-lg
W-1
TAW
ley
MW
T T--1
my-Sz-
`� .
CRCN CENTRAL
-1 PETROLEUM CORP,
C RET
CONCRETE `
mv-0 MONITORING WELL
4y w-
I PROPERTY BOUNDARY
FENCE
RAILROAD
NGTE, AROVE6ROUND RtLK FUEL STORAGE TANKS, LOADING RACKS AND
PRG=T PIPM HAVE SEEN1S LED AND REMVED SCALE
F, ESE ENGOMN& P. SITE W - 8/95 a so IGO
I INCH = 100 FEET
FIGURE:
SITE MAC
FORMER IPT TERMINAL
CHARLOTTE, NORTH, CAR LIN
DRAWN BY. LAC SCALE: 1 - 1 CC9
CIS BY- PRCJ NO: EP-1229
PROJ I CR, LAG FILE MANE: IP CAPP
DATE: : 4/1 � LAYER' FICA

' ASPHALT
TE ACO INC
Mw-E -
tp
L CIPAN
TANS
#M ASPHALT
TANK TANS r
M"W-t7 TANK -5 TANK
M' -1
- mw -6
4
TANK M-9
CROWN CENTRAL
PETROLEUM CORP,
SIB- P - , ® v MANIFOLD
TO FORMER
S
SB-25 9 LEGEND
BETE Mir- MONITORING WELL
-I CONCRETE
LINE
UPPLY -fie Q M�r_1 — PROPERTY
. _ FENCE
r RAILROAD M-
GEOPRO E BORING
SUPPL IIIIL BELOW DETECTION LIMIT
LINE
EPA METHCD 3550 -CI WAS FOR COLLECTION OF GROUND
-do t,qnn WATER SAMPLE ONLY,
,000
S B- � 5,400 4
S -8 's
69
fB--27_4G SCALE
SB-29 270I
az.! ,c L C 50 IGO
96 I INCH 100 FEET
ALL 'RESULTS IN PARTS PER MILLION
FIGURE:
GEOPROBE BORING LOCATIONS MAP
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAROLINA
DRAWN Y: LAG SCALE: " = 100'
CIS BY PRO NO: EP-1229
PROJ P: LAG FILE NAME: IPT P
DATE: 4/14/97 c 0,�x LAWYER: GEDBO ING "

ASP ALL �
TEXACO INC
MW
el,
OILRICAN
N �
M-1I TA
NK
Mw
mv-te ASPHALT
TANf TANK
M-1
M -17 TANK W_gTA
TAN
PETROLEUM CORP
SCALE
0 so 10
I INCH = 100 FEET
FRICP`s
CROSS SECTION LOCATION MAP
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAROLN
DRAWN Y LAG SCALE- 1 # 1 C *
CIS BY: PROJ NO:EP-1229
PROJ t I : LAC , FILE NAME. IPTCAP
CRATE- 14/ '+r LAYER: CROSSLOC

t"97
CROSS SECTION A -A'
FORMER IPT TERMINAL
CHARLOTTE� NORTH CAROLINA
r
FL. -FILL
EL —SILTY CLAY
19 ML—SANITY ON CLAYEY SILT
ED P R-PARTIAL.LLY WEATHERII ROCK
M,V,—ME AVOLIIANIE ROC
Ei, µ— RANODIIIRITE
SCREENED INTERVAL
v CIA ERTASLE'
FRACTURE
ATERTA LE ELEVATIONS—JUNE 1997
El APPROXIMATE EXTENT OF IMPACTED SEAL
NA NOT ANALYZED
P L BELOW DETECTION LIMIT"
PPB PARTS PER BILLION
PPM PARTS PER MILLION -
SCALE* NONE
..
RLE NAMEt CROSSBASE

wir I
n
11 1
IGO
CROSS SECTION B-B
FORMER IPT TERMINAL
CH RLMTE, NORTH C OU A
SCALENONE
PROJ NOEP-12�29
FILE NAME* CROSSBASE
LAYER-
EXPLANATION
FL -FILL
CL-SILTY OR SANDY CLAY
UM ML-SANDY OR CLAYEY SILT
M SM-SILTY SAND
PWR-PARTIALLY WEATHER13 ROCK
M,V.-METAVOLCANIC ROCK
GJ),-GRANCID IGRIT
E
E=- SCREENED INTERVAL
v WATERTABLE
- FRACTURE
WATERTABLE ELEVATIONS-JUNE 1997
El APPROXIMATE EXTENT OF IMPACTED SOIL
NA NOT ANALYZED
BDL BELOW DETECTION LIMIT
PPB PARTS PER BILL113N
PPM PARTS PER MILLION

ASPHALT
TEXACO INC,
M�
kp
AMERICAN OILCOMPANY
TANK
-18 ASPHALT
176116 TANK TA
M-1
-
1* j0*sw6354
7 171
4
TANK
MW-20 7
M—
15
769,51
w-
ROWN CENTRAL
jl PETROLEUM CDRP,,
C12MCRETE
CONCRETEe
my-. 7772
�. LEGEND
`1 mv-s MONITORINGWELL
c
PROPERTY BOUNDARY
. m FENCE
SCALE RAILROAD
GROUNDVATER CONTOUR
1 = 1,00 FEET
Milli
FIGURE.
APROLITE GROUNDWATER ATER ELEVATION AND CONTOUR MAP JUNE 1997)
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAROUNA
DRAWN Y. LAG SCALE. 1 10 '
CK RY; PROD ISO® EP-1229
PROD MGM: LAG FILE NAME:
DATE 8/`27,/97 Or LAYER:

MgtBL '
[BDDLLTE ACO INC,
'—
AMEICAN
OIL COMPANY
y TANK
mw 11 1
' MV-7 BDL
DL
1 18 ASPHALT
459 TAN} TANS °
L `+
-1
°
MV-17 TANKI M1v— TANK a
MWJ-14 BD 3B
" Nor-
ANK
809
MV-13
T
► -
M--3 My- -`
390 1620 It
11L TE90 1620
M —4 4 � BBL
CROWN CENTRAL
3DL PETROLEUM CORP,
CONCRETE `
C£3RETE
M1 LEGEND
11L MV-a MONITORING WELL
Mgt-
BEL PROPERTY BOUNDARY
L ... — _._ . FENCE
-4ZZZQZUIZM RAILROAD
:z BENZENE
8%5 TOTAL BTEX
B1a MTBE
SCALE
C so 100
I INCH - 100 FEET
FIGURE:
EPA METHOD 602 RESULTS JUNE 1 7
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAROLINA
DRAWN`: LAG SCALE: I" = I Er
CK Y _ PROJ NO: EP-1229
PROJ MGR. LAG FILE NAME GWCONC697

ASPHALT
,n TEXACO INC.
L COMPANY i°lp
°
TA
Mir°-
"n
` My-1 ASPHALT
TANK HA -
TAW
M -17 TANK mw� TTANKM 14 4MW-5
-19
M-1
TANK
MW -20
mW— mw-2
\ SATE M -1
MV
CROWN
-1 PETROL UMTRAL CORP,
CONCRETE `S-
CONCRETE
Sb
MW-12 OSB-32 00
P mv-
Li EN
MV-0 MONITORING WELL
PROPERTY BOUNDARY
. FENCE
r 7 RAILROAD
®IL BORING
I
SCALE
o 19
1 IFS = 100 FEET
FIGURE. I
SOIL CLASSIFICATION AND CCHH TESTING LOCATIONS MAC'
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAR LINA
DRAWN BYLAG
`N
PRJOj M OR: LAG
DAm; 4/14/07i Mow
FILE NAME: P i
O,RINGS

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.' ITERIN YL ...
eM t ti4
} to
,TR ., t^ E*.
AIR SPARGE War`
BLUE CIRCLES REPRESENT EFF'ECTIVE
RADIUS OF AIR SPARGE WELLS AND LETR
L—W
A £_
m
0 `� ? c
, 1WH = MO F r L
�a
FIGU
RE: V.
&RATTED TR WAKEAND _ SvSTEM jjCA42NS MA
t s
r � t
DR-, ,;ti""a ;
APRO, O!
PROi NTH: LAC,,
Tr :n
/ c a Ci¢1„ y 't

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err rtrM :,RrrcN'TAi ru.. S
'p
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DICCMPANY
TAMS �n
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p EMRPWMT
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rNE
I-SVERY LINE
e RWMEW
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aaa°
CROWN CENTRAL
L PETROLEUM CORP,
EU.
i
LEGEND
R a�
CCT
did CI CRETC
[AFL SAMPLE
LOCATION
PROPERTY BOUNDARY
FENCE
ZZ-rQZU7M7. RAILROAD
VACUUM MONITDR
uANALYTICAL RESU.TS DUTSI zE r
__ r
WELL.
t
a PTELTMETEF
0
BELOW D TEC-rIO
BDL LIMIT
NA NOT ANALYZED
g..n
SCALD;
52 m
i
0 100
L RESULTS IN PARTS PER HILUON
1 INCH = 100 FEET
u�
N
RA n T t tr
,.,e ;Y i _;`ikii Ne:L
R1. t
NO
"
r
}
1 `m ,,
S i

To LETR system control and
telemetry alert
_ —. —
PG -0
From LET C system
P— 1
EIa
P
T— 1s
1 FI
P1 Pr
V-0
Gravity flow t ,
T—tit infiltration gallery
Header
1
pump
meter
wI I
Distribution liq �
Drawing
Process and Instrumentation Diagram
Infiltration Gallery
DRAWN BY: WGL SCALE: NOT TO S��",
CHI PROD. E —1 2
PROJ. MGR.:- FILE E INFPID.DWG

Pressure
gage
Fl wm t r regulator
Compressed air
Land Surface
0 ft
bl
Grout
1 ft
bl
e,nt nite
1 In PVC Casing
Seal
CAR33 S
Medium sand
t
bl
pack--
M10 Slot Screen
Borehole
Note: Depth of borehole,
screen, and top of sandpack are average.
Each well will be completed to
fop of bedrock, ranging from 30 ft bis
to 40 ft bl .
Drawing
,fir
Sparge Well Schematic
DRAWN: WGL
SCALE:
NONE
H
PEP-1229
PROJ. MGR.: LAG
FILE ` E; S ELL.:' G
.r�
LAYER:

-01
—1
�
P -0
Ambient air
Sparge well
Sparge well'
A
AP-02
Sparge well
Elrlll
AR-0
AM-02
Air ril` r it
�,AP—�02�
R - 1
:l low r l +per
well
t 1
Air flow meter
R-
M-02
AP-01
air pressure gage
�
-02
—1
Relief valve
—
Air flow regulator
prg Ir
— 2
Air flow meter
AR-
- 02
Air pressure gage�
��r�rtrrrrr
R
)A CA01
Drawing
Process
and Instrumentation
Diagram
Air Sparge Wells
DRAWN BY:
L
SCALE:
IT TO SCALE
CHIC :
PROJ.
NO.: EP-1229
MGR.:
.
T'
FIDE NAME: IL .I
ATE: 1
O �
LAYER:

To telemetry
alarm
--_—___—___---__---�
GV-05RV-02
-- 0
PG-P —1
V—l2 carpi
i
Air discharge
ra�pl
peart mpl
perk
"�1
peek
pie Sarr1pleV —()
V-0 --=
- 11
from SVE well
IMF`--0 part VF"-01 pearl
T r�ir�
Wit' -0
Sample
pportrt
V -- 01
V—1 --i>—< X
'*—from SVE well
V--0
Header to SVEwell
Explanation
P 1
Vacuum pump VG-01 Vacuumpage
S 1
Moisture separator G Vacuum gags
F
Vapor phase filter PG- 01 Pressure guage
`F�- 2
Vapor phase filer G Pressure
�*•�' ,..�,
LS-02
Level switch P- Pressurepug
`` � ��.,
LV-03
Level switch GV-03 Gate Valve
EV1
Solenoid valve V- - Gate Valve
Z
V Gaye valve
Ak
Drawing P-3
Process and Instrumentation D
Horizontal Soil Apr Extraction System
DRAWNBY: WGL
SCALE:
NONE
PROD,MGR.- LAG
FILE E; SVEPID.DWG
ATE: 1LAYER:
ON

--- ---- -- - --------
DIVISION OF NVATER QVALITV
GROMWATER SECTION
APC,
pralrav
it E NI 0 —RA N D U M
TO: tx " -(�
Revional Office
FROM:
SUBJECT: Application for Permit Renewal,
Permit A inendment
New Permit
RepaiTlAtteration of Exist. Disposa,stem [DEHI
Facility Name: -wo-*Ik
County- C kl4t 41_� �gA
Type of Prnject: 1179)
APPLICABLE PERMIT NOs: WQ 00/5/+1 - GW Fe0s, —
DEH AWC
EPA (CONST. GRANTS) UIC
The Groundwater Section has received ONLY ONE-(Ij copy of [lie referenced permit application, A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
N our review - T A COPY HAS NOT BEEN RJECEIVED IN, Tl T' liEGIONAL OFFICE, PLEASE I,ET KNUE, KNOW
The Groundwater Section has received copy of the referenced permit application, A copy of the
application should have been sent to , DEH's Regional Soil Specialist. so please use
that copy for your review - IF A COPY I-D%S NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
I�E'r MrE NOW.
—jt�-<hc Ground,.vater Section received two (2) copies of the refercneed peimit applicatiom One copy of the application
documents we received is attached.
Please review the application materials for completeness If s,on feet additional information is necessary, please let
me know no later than AO^"( A copy of anv formal request foradditional information will be
fomvarded to vou,
If you do not need an ir additional information to complete your review, please provideyour final comments by
If you request and/or receive additional information, sjour final —comments are due
no later than 14 class after you receive the ad litional information.
i \TRANS.SHL (rev. 1/21/98)

State of North Carolina
a F'
Department of Environment, Health, and Natural Resources
Division ision of Enviro nmental Management
Non -Discharge Permit application �., PIAVI
R 21
GROUNDWATER REMEDIATION SYSTEMS..
( its form was adaptedfrom Frin elfRS J
This permit is for systems Which use either infiltration galleries or injection ells to discharge
treated groundwater into the subsurface. APB �
GENERAL INFORMATION:
lz
l ,Applicant:
?. Print Owners or Signing Official's Name e 'Title (person legally responsible for the
treatment and disposal system & its compliance):
. Mailing address.
City. a c State: L, Zip. 6DL —
Telephone No,.
. l erred ation Site i er: - Federal; State; private; ublic
Native American L ds; Other (Specify)
5. List principal products or services provided by the facility:
ffirmer hiillr tPrminal fgrilitw C nr m-fr^Liim fii le Ai ­h
1. Permit Number (will be completed by ; lIL9- f
41
. Specify whether project is: e ,____r ne- al odification,—n e change
. If this application is being submitted as a result ofrenewal or modification to an existing
permit, list the existing permit number —and issue date
1, Provide a brief description of the events or cause of the groundwater contamination-
s wid
A

IV. GENERAL DESIGNINFORMATION:
. Specify the type of system that is being installed
.infiltration gallery; n eeti n well; —ether (specify)
. Provide a brief description of all components of the treatment and disposal system (i.e.,
treatment units, pumps, tanks, chernical feed system, injectionand/or recovery wells, etc.):

Vd DESIGN INFORMATION FOR INFILTRATION GALLERIES:
1. Specify the dimensions of the infiltration gallery: (a) L=—ft. =—ft. D= _ft.
2. The static water level at the gallery location is--ft, below land surface. The vertical
separation between the gallery trench bottom and the can seasonal high water table is
_ft,
1 A soil scientist must provide an evaluation of the soils where the infiltration gallery will be
located and must specify and acceptable loading rate (amount of water gallery can accept).
This evaluation should determine whether the loading rate shall be based upon only the
surface area of the infiltration gallery or whether it is appropriate to include some of the side
wall depth,
a. at is the area used to detennine the loading rate?,—'.
b. Does the area specified above include only the surface area or has some of the side
wall depth been used? —surface area only; or area plus side wall
depth.
c. If side wall depth has been used specify how much depth of height above the
infiltration gallery bottom has been used in.
d. The recommend loading rate is _GPD per ft'.
4. Briefly describe any mounding of groundwater, above the static groundwater levels, that may
result from infiltration (please attach calculations and/or diagrams):—
M Ulm awng"M
111 1111111' "M 111 M

4. Characteristics of injection well(s) [attach additional sheets if necessary]:
Injection Well haraeteristics
Depth (ft.)
42
Borehole Diameter (in.)
14
Injection rate (GPM)
Phase 1
3 max.
Phase 2
4- max.
Injection volume (GPD)
Phase 1
4320 max,
Phase 2
5760 max.
Injection pressure (PSI)
Phase 1
13 max.
Phase 2
15 max,
Casing Material
PVC
Depth of Casing (ft. b1s)
land surface to top of upper screen
0-4.5
bottom of upper screen to top of lower screen
14.5-30
Casing Diameter (in.)
10
Casing schedule number
40
Cement grout (ft. b1s)
O-LO
Screened intervals (f . b1s)
upper screen
4,5-14,5
lower screen
30-40
Types of screen
upper
IEG double -cased
lower
Johnson Irtigator
Screen inner diameters (in.)
upper
10
lower
10
Bentonite seals (fta his)
upper
1-3
lower
15.5-2&5
Fine Sand Pack (<0,25 nun) (ft. b1s)
upper
3-3.5
--lower
Filter pack (1-3 mm) (f . b1s)
----28,5-29
upper
3.5-15.5
lower
2942
Well contractor
Richard Simmons
Drilling
Contractor ReListration No.
NC 1495

V11. ADDITIONAL INFORINTATION:
rim
a. One original and three copies of the completed and appropriately executed application form,
b. Permit processing fee of S4W
c, Four copies of the N.C. ICE -approved Corrective Action Plan (CAP).
d. Detailed plans and specifications for the subject remediation system, signed and sealed by
a North Carolina Professional Engineer, are provided in the CAP included with this ,lie rmit
Application. Pertinent items in the CAP are: a general location map (Fig, 4); a topographic
map which extends beyond the property boundaries and depicts the injection/extraction well,
extraction well (Fig, 1); a map which indicates where Geoprobe borings were taken (Fig. 3);
and maps showing the treatment/disposal facilities, buffers, structures, and property lines
(Figs. 11 and 12).
e. A tabulation of data on all wells which are within the area of review and which penetrate the

a r
.r
•
•

W
PROFESSIONAL JENGINEUR'S CERTIFICATION:
L—WiMam-G-Linigley—, attest that this application for --fonueLJpJL1CnUinaL- paW_C1tck_
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest
that to the best of my knowledge the proposed design has been prepared in accordance with the
applicable regulations. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under my signature and seal signifies
that I have, reviewed this material and have judged it to be consistent with the proposed design,
NC Professional Engineer's Seal mid Signature [must be legible] (specify date)
%'V "'41%410100%
RA k\ Cl,
X
23 11 '0
X,
lee, re "V
still'
APPLICANT'S CEWI'IFICATION:
attest that this application for --fb1micr-1P-T-tcrtrnnaL---P
aw
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachernents are not included, this application package will be returned as
incomplete
Signature:�' Dater
-

Table I Monitor Well Construction Details
Former IPT Terminal, Charlotte, North Carolina
EP Project No: EP-1229
MW-1 RHSA PVC Saprolite
ASP
z Zb
Mul
(04.0
100.4!d
to-
F woo
MW-2
652
758A3
761.91
5-25
MW-3
&9
772.42
75&52
It
Cre
MW-4
20
10.23
778,58
768.35
5-20
9124/90
MW-5
4 25
154
769.11
765.57
2-25
$1
MW-6
I,
2.68
771,03
76&35
It
9125/90
MW-7 to
2 12
2,64
769-06
766.42
2-12
$1
MW-8 tl
F
20
9.86
781 A
771,54
5-20
4/22/91
MW-9
ASP
30
112
768.74
765-62
25-30
1,
MW4110
F
23
1157
776.39
762,82
3-23
If
Ili W-1 1 HA
ASP
10
IA
766.88
1.5-10
MW-12 RHSA
F
23
6,59
77&03
771 A4
3-23
3/24/94
MW-13 11 It
ASP
12.5
Z45
771.83
769.38
0.5-12
It
M4 -14 RHSA/AR Bedrock
4/2 49
4.01
769.72
76531
47-49
5/17194
MW-15 HA Saprolite
2 11
1.13
770,12
768.99
1-11
8/26/94
MW-16 RIBA It
F
4 20
IA
775.48
5-20
9/11/95
MW-17
2 17
11.62
774.41
76179
2-17
MW-18
11 20
11,94
774.08
762,14
5-20
MW-19 AR Bedrock
ASP
6/2 150
5,92
769,76
763.84
145-150
2/27/96
MW-20
6/4 126
4,33
770.78
766.45
48.5-57.5
3/13/97
MW�21
6 121
Z52
771.89
769X
3112/97
Water level readings as measured 12/18/97
ASP=aboveground standpipe
GW=groundwater
TOC=top of casing
Elevation= relative to City of Charlotte benchmark
HA=hand auger
F=flushmount manhole
RHSA=rotary hollow stem auger
ft msl=feet above mean sea level
IA=inaccessible on 12/18/97
ft bmp=feet below measuring point
MW=monitor well
ft bls=feet below land surface
PVC=polyvinyl chloride

AU6-11-97 09:58 From:WHITE PLAMS [phone] T-141 P-02/05 Job-767
MassachusetU Military Reservation
1VVB Doubyrinth Field Demonstration
CS-16 Plume
0 All
In
"114

Subrifitted w XXVII IAHR Congress, Water for a Changing Global Community, San Francisco,
10,45. August 1997
LARGE-SCALE LABORATORY INVESTIGATION
OF IN SITU GROUNDWATER REMEDIATION
USING VERTICAL CIRCULATION FLOW SYSTEMS
M. SCHOLZ, 0. WEBER, J. STAMK T.I. ELDHO, G.H. JIRKA,
Institute for Hydromechanics (W, University of Karlsruhe, Gertnany.
vm�
I-D Colurm 2-D Vertical Plain Model 3-D in VEGAS 3-D Rmarch Site KA-Knielingen
03 rn 3m x 1.3 m 9m x 6in x 4.5m 60m x 50m x!
Fib. 1: Series of experiments on vertical circulation flow Systems in different scales: from small 1 -1)
columns and a 2-1) vertical plain model up to 3-D large scale experiments in the `Fr` EGAS facilities
and field experiments in the Ift-I research site in Karlsrulte-Knielutgen shall give a better
understanding of scaling effects in groundwater renrediationkvith GZB systems.

In a first series of large-scale laboratory tests within the VEGAS facilities the GZB
system has been studied over a six -months time period in order to show its efficacy for
DNAPL removal (Scholz et al., 1996),
2b) GZB
and monitored laboratory set-up (Kobus et al., 1996).

srtuxit on lidt and the wntrol container on

OWN -A 1.41mg 11-4 1 ju I allut I# t#ll ifill ILI lio N Irl's AN 1122 1 r'
--------------

M
lei & 6 shows the time history of the WE concentration variation at various points ('a' through T) that are located on level 3 (see Fig. 2),
that is the highly permeable layer at aquifer mid -depth (note the logarithm scale). As can be seen, there is a steady, decrease in concentration
(even though some fluctuations occur due to changes in the flow system) throughout the operation oft GZB system. After 11 weeks of
operation, at most of the sections, the concentration level was less than 10 RgA. By the end of the 13 2 days when GZB operation was stopped,
at all points of the section, the remaining concentration of WE is between 5 and lOpg/l.

I
E
10000
1000
1
0
1
ecd aaz tcx s� � a� a ats +�s rss cem cam. cca
�s as s tea- ern
t ¢4 «m.
-
fag. 6. TCE distribution with time at different monitoring rots in the middle lenght section
(section D) at level 3 .TEE decrease at monitoring points downstreara of the GZB within
dawn to l . points near the contarnimfion source remain at higher levels for 18 weeks. Note
the logarithm scale of the TCE concentration,
preliminary balancefor WE is shown Fig. 7. A total mass of 29.2 k T E had
been added to the aquifer, As described before, the water table was first lowered to install
the contamination sources, so that the soil air was completelycontaminated 'th TCE
d afterwards the watertable was raised again" By this operation, a mass of about I k
`SCE was lost into the soil air. Unfortunately, the TCE movement was not measured in
this initial stage prior to GZB operation and at a sufficient high sampling rate immediately
after start-up. Thus, it
TtinsmA appears that about 6.5 k
20 of TCE "- that are not
otherwise accountable
lot
8 were, in fact, removed by
a avow owO# V .1 9 the GZB and stripping
systemshout having
urracr cMDu�ncwim
t explicitly measured. In any
j I case, a complete survey of
* the aquifer and the initial
i cont nation sources at
ant c saws the end of the operation,
showed that only about
'W { C? to
remained
the aquifer indicating
Fig, : Mass balance of TCE removal overt" e. practically complete>

reniovd, Sorne, w6 ift the auW&r was not w"red tfie GZB and 14 the basin
MOM,
Financial support from the BNIBF (Gemian Federal Ministery for Education and Science)
is gratefully acknowledged,

Applicant (corporation, individual, or rather).
2. Name & complete address of engineering firm:
City: .—w State: dip: '
, facility design flow; � GP
. Name of closest down sop surface waters
d;. County(s) where project and surface waters are located. hu g
Map name and date.
. NCB Professional Engineer Seal and Signature [must be legible] (specify date):...°
Please provide me with the classification of thesurface waters identified in number 5 above and
on the attached map segment:
-
FORM: GWRS 12/92 Page 7 of 10

APPENDIX TABLE 2
REMEDIAL SYSTEM AND SITE:MONITORING SCHEDULE
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAROLINA
Project No, EP-1229
. ..... ....... ..... ..... .
`SCOPE, OF WORK,�,,�
Weekly
LETR System
Equipment Inspe tion/Marntenancel Flow Measurements
Air Sparge System
Equipment Inspection/Maintenance/ Flow Measurements
SVE System
Equipment Inspection/Maintenance/ Flow Measurements
Monthly
LETR System
Influent/Effluent ar plingi
EPA Method 6011602*
Air Spang e System
Waterievels
SVE System
Waterlevels
Quarterly
LETR System
Emmisions Sampling
BTEX or permit requirements
Air Spare System
Waterlevels
SVE System
OVA Readings/Emmisions Sampling
BTEX or permit requirements
Semiannually
All Monitor Wells
Waterlevel/Dissolved Oxygen/Temperature/pH
EPA Method 601 /602*
Note:
* indicates that EPA Method 602 will be extended
to include naphthalene

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a

arplal Tabta 4, SUMMary Of Paar W e Ha9nuarbal in n :::ar d.tanuary"1945 to PARR RS)
Former IP `Tonn ug, Cherayag, RIC:
PtY7.` h9a 'm 229
pan t SR
wcL
duCuB
14
9
kT�R
k.;�
t,a
e.aFrs,4.
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i,• ,°_ , " Groundwater
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MOUNTAIN ISLAND LAKE, NC .P*

o eutiarnetrfc Head Distribution and Groundwater Flo
due to Extraction and Injection ofGroundwater
ti :i (See figs. f and
Grid size: 500 ft. long by 500 ft, wide by 140 ft, deep
Horizontal grid spacing;
overall 50 ft may. (x and y)
within 50 ft, of each well 10 ft. max. ( and y)
Within 5 ff, of each well 1 ft. max. (x and y)
"Vertical ;grid spacing (layers):
el. 630 ft. to el. 730 ft. (bedrock) 20 ft.
elm 730 ft. to el. 765 ft. (sapr lit) 5 ft:
el, 76ft. to el. 790 ft. (saprolit) 25 ft.
No. of row 7 (perpendicular to nat. groundwater flaw
No. of columns 53 (parallel In nat, groundwater floe)
o, of layers
dra lc mp=lie
Hydraulic conductivities of sapro itex (el. 730 ft. to 790 ft�)
horizontal 0.0 cm/sec (see CAP Sect. 4, f )
vertical 0.00004 cm/sec, (assumed)
Hydraulic conductivities of bedrock: (el, 630 ft. to 730 ft)
horizontal . 0 cm/sec (see Intro, and note below)
vertical 0.00002 cm/sec (assumed)
Ireliminary model runs were made in which groundwater was extracted from MW- 1 only

in order to estimate the hydraulic conductivity of the bedrock. The hydraulic conductivity of the
bedrock was adjusted in the model until the steady-state drawdo in M -: 1 matched the measured
drawdown for an extraction rate of 6.1 gpsrs, see Sect. 4.2 of t e CAP.)
BD_Undnidons
Constant head boundaries:
y = 50 ft, (upgradient
50 ft. (downgradieni)
No -flow boundaries:
x — 0 ft.
1000 ft.
Active cell boundaries,
all Dyers,
Ground Surface at GZB well:
Static water level at GZB well:
type 3 (con nedJunconflned; variable ,T
el. 772 ft,
el. 75 ft:
Extraction well W- 1(x = 450 ft., y - 420 fl screened from el. 630 ft. to el, 730 fi
GZB upper screen (x = 500 f1., y - 500 ft.) screened from el. 755 ft, to el. 765 ft.
GZBJower screen (x = 500 ft., y = 500 ft.) screened from el. 730 ft. to el. 740 ft,
Phase 1, GZB upper screen 3 gpm injection
Phase 1 GZB lower screen 3 gprn extraction
Phase 2, GZBupper screen l gptn injection
Phase 2, GZB lower screen 4 gpm extraction
Phase 2, MW-2 3 gpm extraction
Rtsulls
Graphical results of the steady -Mate Phase 1 simulation are shown in figs. 3 and 4. At a
circulation rate of 3 gnaw, the potentiometric head at the GZB well upper screen is 30 ft. above the
static condition. This is equivalent to an injection pressure of 13 psi. The potentio etric head at
the GZB well lower screen is 25 ft. below the static condition, The predicted groundwater mound
is 7 ft. above the statue condition. Based on an approximate analysis, using pathlines, about 5 % of
the injected water will be recaptured by the lower screen. The injection pressure will be sustained
by the static head of water its the LETS above the upper screen and the pressure heart provided by
the LETsump pump. The circulation rate is limited by the maximum potentiometric head
differentials which can be achieved at the upper and lover screens. The potentiornetric head
differentials cited, above at the given circulation rate are considered to be near their respective
maximums for the given equipment and conditions,
Graphical results of the steady-state Phase 2 simulation are shown in pigs. 5, d, and 7. For
the given extractions and injection rates, the potentiornetric head at the GZB well lower screen is 35
ft. above the static condition, This is equivalent to an injection pressure of 15 psi. The
potentio etric head at the GZB well upper screens.. is 5 ft, below the static: condition, The predicted
groundwater mound is 2 ft. above the static condition. Based on an approximate analysis using
pathlines, the percentages of injected water that will be captured by the GZB well upper screen and

M- 1 are about % and , respectively, The injection pressure will be sustained by the static
head of water in the LETR above the upper screen and the pressure head provided the LETLETR sump
pump. The circulation and injection rates are limited by the maximum potentiometric head
differentials which can be achieved at the GZB well upper and lower screens. The head differential.
at the GZB well lover screen cited above is considered to be near the maximum for the given
equipment and conditions. The relationships between the contaminant plume and the predicted
groundwater flow fields are described in %hap, 6 of the C
McDonald, M.G. and Harbau h, AN., 1988, A modular three-dimensional finite -difference ground-
water flow model: US. geological Survey Techniques ofWater resources Investigations, Book dk
Chapter A 1, 14 ch.

Figure 1. Horizontal grid spacing
GZB Well
1
Z Natural groundwater MW-2 T ffinto page I I
-1441
x
0 130 260 390 520 650 780 910 1000
C
Figure 2. Vertical grid spacing
1 3vt
01 N�-
Model Grid
Former IPT Terminal Facility LANGLEY ENGINEERING, P.C.

Distance units; feet
Natural groundwater flow Z well Contour units; feet above rnst
x u 'VIZU O? /*U zilu dUUU
Figure 4. Pathlines for Phase 1kk A
13
I
G.
Model Results
Former 1PT Terminal roar Facility LANGLEY ENGINEERING,,P.C.

Liistnea units: feet_..
Natural groundwater flow GZB well Contour units: feet above rn i
cry
r
�a
,r
r�
car
wa
Figure Potentiometric contoursthrough GZB well (x = 500ft.),Phase
Natural groundwater flow GV W-21 Distance units: feet
Contour units: feet above rnsl
r�-
cra
o
0
%D
vx
--i--L ILL
0 130 260 390 520 650 780 910 1000
Figure 6. Potentiornetric contoursthrough - 1 ( =450 a), Phase,
kAR
*C
14384
u41
4
f 1
Model ResultsLA. L ,P.C.
Former APT Terminal Facility

I
Natural groundwater flaw Ar W- 1 GZB well Units: feet
0-
oa
N
va_
n
0
r.
cr`
N
ai
0
w
0.
c
o 130 260 390 520 650 780 910 1000
Figure 7. Pathlines for Phase
pi ARO�4"
. [SS10
44
,t 4
Model Results
Former IPT Terminal Facility _ LANGLEY ENGINEERING, P.C.

a tatL,.: ilk i orcn C..arotm 4i F
Department of Environment, Health, and Natural Re'ourc6v
Division ofEnvironmental Management
Non -Discharge Permit Application ,
GROUNDWATER REMEI>IA.TION SYSTEMS
( *T hi . ' ra was adaptedfrom Form fib'. 1
This permit is for systems which use either infiltration galleries or injection wells tischafge
treated groundwNvater into the subsurface.
l GENERAL INFORMATION: APR
I. Applicant: x
k
. Print Owners or Signing Official's Name & Title (person legally respon lei J , h
treatment and disposal system &. its co pli c: In T I nl , ill
. Mailing Address: �
City: _Chicavo ._Zip: ilti9
State:
Telephone No.:
. Remediation Site O er: Federal; Mate, Private,; Public;
I Native American Lands; -Other (Specify)
. List principal products or services provided by the facility.
. Project Name (facility or establishment name, should be consistent on all documents
included in this application package):
7. Groundwater Incident Number:
. Location of Remediation Activities (Street Address):. o dt l.y Road
City harlott Mate:_ I NC Zip: 1
4 . Application Da e ehmtl 19�11i. Fee Submitted:
11. Contact person who can answer questions about application:
Name: illi mG. Lang P_E "elep one number: 7d4 1 5 9-
11 PERMIT INFORMATION:
1. Permit Number (will be completed by DEM):
2. Specify whether project is:-x-new;—re-newal;---modification;---name change
. If this application is being submitted as a result of renewal or modification to an existing
permit, list the existing permit number -and issue date
I'I. INFORMATION ON CONTAMINATED GROUNDWATER:
I. Provide a brief description of the events or cause of the groundwater contamination:

. Lit contaminants detected.
. Volume of groundwater to he rem di ted per day:
4, Explanation of how volumes were determined:

V. DESIGN INFORMATION O INFILTRATION GALLERIES:
1. Specify the dimensions of the infiltration gallery: (a) L= f . = t.
. The static water level at the gallery location is: ft. below land surface. The vertical
separation between the gallery trench bottom and the mean seasonal high water table i
f;_
3. A soil scientist must provide an evaluation of the soils where the infiltration gallery will be
located and must specify and acceptable loading rate (amount of water gallery can accept).
This evaluation should determine whether the loading rate shall be based upon only the
surface area of the infiltration gallery or whether it is appropriate to include some of the side
wall depth.
a. What is the area used to determine the loading rate`s "
b. Tees the area specified above include only the surface area or has some of the side
wall depth been used? --surface ace ea only; or surface area phis side wall
depth.
c. If side wall depth has been used specify how much depth of height above the
infiltration gallery bottom has been used in.
d. The recommend loading rate is _ GPD per ft'.
4. Briefly describe any mounding of groundwater, above the static groundwater levels, that may
result from. infiltration (please attach calculations and/or diagrams):
RESIGN INFORMATION FOR INJECTION WELLS
1. Identify the principal aquifer to which the injection well will be discharging:
. Is the aquifer identified in V1.1 above the same aquifer from which the contaminated
groundwater was extracted' If no, describe how the aquifers are hydraulically related::
. Briefly describe any mounding of groundwater, above the static groundwater levels, that may
result from injection (please attach calculationsand/or diagrams):

PROFESSIONAL ENGINEER'S CERTIFICATION:
l,---Wj11iam,-G-Lang1U—, attest that this application for ---fbrmerJPJAcnninaL- pAw,_CrCCk__
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest
that to the best of my knowledge the proposed design has been prepared in accordance with the
applicable regulations. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under any signature and seal signifies
that I have reviewed this material and have judged it to be consistent with the proposed design.
NC Professional Engineer's Seal and Signature [must be legible] (specify date)
tl
%
G
IA4%
AI PLIC ILNT" CER T III ICATION:
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attacbements are not included, this application package will be returned as
incomplete,
Signature: Date:

4. Characteristics of injection well(s) [attach additional sheets ifnecessary]:
fn'ectioLi dell Characteristics
Depth (ft.)
42
Borehole Di eter in,
1
Injection rate (GPM)
Phase 1
Phase 2
4
Injection volume (GPD
Phase 1
4320 max.
Phase 2
5760 max..
Injection press (PST)
--
Phase 1
13 max.
Phase 2
15 m
Casing Material
PVC
Depth. of Casing (ft. bls)
land surface to top of upper screen
0-4.
bottom of upper screed to top of lower screen
14m_0
Casing Diameter (in.
Casing schedule number
40
Cement grout ft.`bls
Screened intervals ft. blsj
upper screen
4.5-14.5
lower screen
0-40
Types of screen.
upper
TEG double -eared
lower
Johnson Irrigator
Screen inner diameters (in.)
upper
to
lower
t
entonite seals (ft. bls)
upper
1
lover
15.5-2 .5
Fine Sand Pack ( 0. 5 (. bls)
upper
-.5
loner
2.5-2'
.Filter pack (1- ) (ft, b1s)
upper
.5-15d5
lower
2 -42
Well contractor
Richard Simrnons
Drilling
Contractor Registration No;
IBC 1495

TABLE 1
MAXMUM CONCENTRATIONS AND CURRENT CLEANUP
T
FORMER IPT TERMINAL
CHARLOTTE, NORTH CAROLINA
Project No. EP-1229
gasoline range-PHCs
Soil 1»90 ppm,10
ppb
diesel e-PHCs
soil 10,400 ppin
40 ppin
nzene
Groundwater 3620 ppb
1 ppb
toluene
Groundwater ater119 ppb
1,000 ppb
eth lbenr ne
Groundwater 42.7 ppb
29 ppb
xylencs
Groundwater 180 ppb
530 ppl
methyl tert butyl ether
Groundwater 13 0* ppb
200 ppb
1,3-Wchlorobenzene
Groundwater 21..1 p t
NL
1,2-dichloroethane
Groundwater 873 ppb
0.38 pp
chloroform
Groundwater 4.8 ppb
0,19 ppb
chlorobenzene
Groundwater 13.8 ph
54 ppb
naphthalene
Groundwater 49.2 ppb
21 ppb
llouren `
Groundwater 143 ppb
280 ppl
henol
Groundwater 18,8 ppb
300 ppb
Notes:
Existing concentrations in groundwater based on June 1997 sa plin&
NL not ' . z ly listed in 15 , NCAC 2L; therefore, the cleanup standard is the method detection li "te
ply = parts per billion
pptn - parts per million
P14Cs = petroleum hydrocarbons
*Concentration was detected in monitor well 1W W-I and is not associated with WT Terminal
contaminant plume.

VIL ADDITIONAL INFORMATION:
I - Substances may be added to enhance in situ treatment, Only those substances that can be
demonstrated to have advantages that outweigh disadvantages will be considered. Will any
substances be added to the effluent to enhance in situ tree tment?—_yes _--X_no
2. Classification of closest downstrearn surface waters: --- MIT_l V'--(as established by the
Environmental Management Commission and specified on page 7 of this application),
3 . In accordance with 15A NCAC 2H 0219 0) (3), describe which measure is being utilized
to prevent overflows into downslope surface waters or adjacent aquifers in the event of a
power failure or equipment malfunction:
4, The applicable buffers must be met in accordance with 15A NCAC 2H .0200 and, 15A
NCAC 2H .0400. Some of those buffers are described below.,
a. 100 feet between injection wells or infiltration galleries and any private or public
water supply source;
b, 50 feet between injection wells and waters classified as WS, B, or other streams,
canals, marches, lakes, impoundments, or coastal waters,
c. 100 feet between infiltration galleries and waters classified as WS, B, or other
streams, canals, marches, lakes, impoundments, or coastal waters;
d. 100 feet between injection wells or infiltration galleries and the mean high water of
waters classified as SA or SB;
e. 100 feet from injection well and infiltration gallery treatment and disposal systems
and property lines,
If any of the applicable buffers cannot be met, please explain how the proposed
buffers will provide equal or better protection of the surface or dwaters with no
increased potential for nuisance conditions:
THE FPI�L�G ITEMS NRE INOX
APPLICATION kAt"GE AS IMOVIt"t) ==/42