WQ0011828_Final Permit_19961016

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 16, 1996
Ms. Lillian Kharrat
112 River Lane
Ormond Beach, Florida 32176
Subject: Permit No. WQ0011828
Miracle Signs
1601 N. Marine Blvd., Jacksonville, N.C.
Groundwater Remediation Facilities
Onslow .County
Dear Ms. Kharrat:
In accordance with your application received June 6, 1996, we are forwarding herewith Permit
No. WQ0011828 dated October 16, 1996, to Ms. Lillian Kharrat for the construction and operation of the
subject groundwater remediation facility. Please note condition VL10 which requires special traffic
bearing load protection of piping from the recovery wells and to the injection wells.
This permit shall be effective from the date of issuance until September 30, 2001, shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you have any questions
concerning the Groundwater Conditions or groundwater monitoring requirements, please contact Mr.
Brian Wootton in the Groundwater Section at 919/ 715-6164. If you need any additional information
concerning this matter, please contact Mr. John Seymour at [phone] extension 546.
Sincerely,
Ocu,zi
A. Prest Howard, Jr., P.E.
cc: Onslow County Health Department
Coastal Environmental Services Company
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Training and Certification Unit
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycles!/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH 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
Ms. Lillian Kharrat
Onslow County
FOR THE
construction and operation of a 2,016 GPD groundwater remediation facility consisting of 7 recovery
wells, an oil/water separator with a 55 gallon free product storage tank, a 220 gallon sump tank with
transfer pump, a 10 gpm shallow tray air stripper with 92 cfm (minimum) air blower, a 220 gallon air
stripper sump tank with transfer pump, a 20 gpm pressure sand filter, a 100 gpm bag filter, dual 10 gpm
200 pound tank activated carbon contactors in series, a hot water heater unit, a 165 gallon Nutrient feed
tank with transfer pump and appurtenances for the addition of Monoammonium Phosphate (MAP for N &
P) and Hydrogen Peroxide or Magnesium Peroxide (for oxygen), a 550 gallon effluent tank with transfer
pump, 6 injection wells, and all associated piping, valves, meters, controls, and appurtenances to serve the
Miracle Signs groundwater remediation project with no discharge of wastes to the surface waters, pursuant
to the application received June 6, 1996, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until September 30, 2001, and shall be
subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials_ Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
2. The Wilmington Regional Office, telephone number 910/ 395-3900 shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during
the normal office hours from 8.00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
3. This permit shall become voidable if the soils fail to adequately assimilate the wastes and
may be rescinded unless the facilities are installed, maintained, and operated in a manner
which will protect the assigned water quality standards of the surface waters and ground
waters_
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
actions that may be required by this Division, such as the construction of additional or
replacement treatment 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 residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Water Quality.
7. Diversion or bypassing of the untreated groundwater from the treatment facilities is
prohibited.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202. Once
the facility is classified, the Permittee must submit a letter to the Certification Commission
which designates the operator in responsible charge within thirty days after the wastewater
treatment facilities are 50% complete.
3. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division of Water Quality to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be followed.
2. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone
number 9101 395-3900 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. Any 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.;
c. Any failure of a pumping station, sewer Iine, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility; or
2

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. GROUNDWATER REQUIREMENTS
Prior to beginning waste disposal operations, two (2) monitor wells, designated as MW-8
and MW-9 shall be installed to monitor groundwater quality. The well(s) shall be
constructed such that the water level in the well is never above or below the screened
(open) portion of the well at any time during the year. The general location and name for
each well is marked on Attachment A. Each monitoring well shall be located at the review
boundary, constructed in accordance with this permit, and approved by the Wilmington
Regional Office.
2. The Wilmington Regional Office, telephone number 910/ 395-3900 shall be notified at least
forty-ei ht f48 hours prior to the construction of anX monitoring well _so that an inspection
can be made of the monitoring well location. Such notification to the regional groundwater
supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding state holidays.
3. The two (2) new monitor wells MW-8 and MW-9, and the existing monitor wells MW-2,
MW-5, MW-7, shall be sampled initially after construction (and prior to waste disposal
operations) and thereafter every March, June, September, and December for the following
parameters:
Water Levels
Method 601 and 602 with IPE, MTBE, EDB, and xylenes
Lead (Standard Methods 3030C)
The measurement of water levels must be made prior to sampling for the remaining
parameters. The depth to water in each well shall be measured from the surveyed point on
the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed to
provide the relative elevation of the measuring point for each monitoring well.
4. Within thirty (30) days of completion of all well construction activities, a certification must
be received from a professional engineer certifying that the monitoring wells are located and
constructed in accordance with the Well Construction Standards (15A NCAC 2C) and this
permit. This certification should be submitted with copies of the Well Completion Form
(GW-1) for each well. Mail this certification and the associated GW-1 forms to the Permits
and Compliance Unit, Groundwater Section, P.O. Box 29578, Raleigh, NC, 27626-0578.
5. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two
original copies of a scaled topographic map (scale no greater than 1 ":100') signed and
sealed by a professional engineer or a state licensed land surveyor that indicates all of the
following information:
a. the location and identity of each monitoring well,
b. the location of the waste disposal system,
c. the location of all property boundaries,
d. the latitude and longitude of the established horizontal control monument,
e. the relative elevation of the top of the well casing (which shall be known as the
"measuring point"), and
f. the depth of water below the measuring point at the time the measuring point is
established.

The survey shall be conducted using approved practices outlined in North Carolina General
Statutes Chapter 89C and the North Carolina Administrative Code Title 21, Chapter 56.
The surveyor shall establish a horizontal control monument on the property of the waste
disposal system and determine the latitude and longitude of this horizontal control
monument to a horizontal positional accuracy of +/- 10 feet. All other features listed in a.
through e. above shall be surveyed relative to this horizontal control monument. The
positional accuracy of features listed in a. through e. above shall have a ratio of precision
not to exceed an error of closure of 1 foot per 10,000 feet of perimeter of the survey. Any
features located by the radial method will be located from a minimum of two points.
Horizontal control monument shall be installed in such a manner and made of such
materials that the monument will not be destroyed due to activities that may take place on
the property. The map shall also be surveyed using the North American Datum of 1983
coordinate system and shall indicate the datum on the map. All bearings or azimuths shall
be based on either the true or NAD 83 grid meridian. If a Global Positioning System
(GPS) is used to determine the latitude and longitude of the horizontal control monument, a
GPS receiver that has the capability to perform differential GPS shall be used and all data
collected by the GPS receiver will be differentially corrected.
The maps and any supporting documentation shall be sent to the Groundwater Section,
N.C. Division of Water Quality P.O. Box 29578 Raleigh, N.C. 27626-0578.
6. For the initial sampling of the well as specified elsewhere in the permit, the permittee shall
submit a copy of the GW-1 Form (Well Completion Form) with the Compliance
Monitoring Form (OW-59) for that well. Compliance Monitoring Forms that do not
include copies of the GW-1 form will be returned to the permittee without being processed.
Failure to submit these forms as required by this permit may result in the initiation of
enforcement activities pursuant to NC General Statutes 143-215.6.
7. The monitor wells must have identification plates and locks securing the wells against
unauthorized access and use (15A NCAC 2C .0108).
8, The results of the sampling and analysis must be received on Form GW-59 (Groundwater
Quality Monitoring: Compliance Report Form) by the Groundwater Section, Permits and
Compliance Unit, P.O. Box 29578 Raleigh, N.C. 27626-0578 on or before the last
working day of the month following the sampling month.
9. 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:
Method 601 and 602 with IPE, MTBE, EDB, and xylenes
Lead (Standard Methods 3030C)
10. 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, N.C. 27626-0578 and
one copy shall be sent to the Wilmington Regional Office, address 127 Cardinal Extension,
Wilmington, N.C. 28405-3845, on or before the last working day of the month following
the sampling event.
11. All components of the groundwater recovery, treatment, and disposal system shall be
properly weather -proofed to prevent freezing and failure of the system.
12. The groundwater recovery, treatment and disposal system shall be inspected weekly. If it
is determined that the system is malfunctioning, all repairs should be made as soon as
possible and reported to the Wilmington Regional Office within 48 hours.
4

13. The groundwater treatment system shall consistently achieve a treatment efficiency which
insures that waters discharged to the injection wells is at or below 2L Groundwater
Standards 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.
14, Isoconcentration (lines connecting points of equal concentration) maps in both the vertical
and horizontal directions shall be developed using the constituents detected in groundwater
monitoring data for March, June, September, and December. Water levels from the five (5)
monitor wells shall be measured quarterly and a water table contour map prepared from the
data collected each sampling event. These maps shall be submitted along with all other
monitoring data(GW-59 forms).
15. The permittee shall submit a report outlining the injection volumes and pressures of the
injection wells. This report may be submitted along with all other monitoring data.
16. The six (6) injection wells shall be constructed of 4 inch schedule 40 PVC casing and the
screened interval of each well shall be located from 2.5 feet to 25 feet below land surface.
17. Flow measurement devices shall be installed to monitor the volumes injected at each well.
Also each wellhead shall be equipped to measure the injection pressure at the screened
interval.
18. Prior to operation of the groundwater remediation system, the permittee shall certify the
mechanical integrity of the injection wells as defined by 15A NCAC 2C .0207.
Additionally, an engineering certification shall be provided stating that the injection wells
have 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.
19. Pursuant to rule 15A NCAC 2C .0211(g), injection may not commence until construction
of the injection wells is completed, the permittee has submitted notice of completion of
construction to the Wilmington 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 Wilmington 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.
20. 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 limited 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,
d. the analytical techniques or methods used, and
e. the results of any such sampling, measurements, and analyses.
5

21. The permittee shall report any monitoring or other information which indicates that any
contaminant may cause an endangerment to an underground source of drinking water and
any noncompliance with a permit condition of malfunction of the injection system which
may cause fluid migration outside the injection zone or area. The information shall be
provided to the Wilmington Regional Office orally within 8 hours of the occurrence and as
a written submission within five days of the occurrence. The written submission shall
contain a description of the noncompliance and its cause, the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time it is expected to continue, and any steps taken or planned to reduce,
elirninate and prevent reoccurrence of the noncompliance.
22. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 is established at either (1) 250
feet from the waste disposal area, or (2) 50 feet within the property boundary, whichever is
closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or
beyond the Compliance Boundary is subject to immediate remediation action in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
23. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
V . INSPECTIONS
Adequate inspection, maintenance and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the groundwater recovery and treatment
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health, or a
nuisance. The Permittee shall maintain an inspection log or summary including at least the
date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of three years from the date of the inspection and shall be made available to the
Division of Water Quality or other permitting authority, upon request.
3. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the disposal site or facility at any reasonable time for the purpose of
determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
V I . GENFRAL C ND ION
1. Issuance of this permit does not constitute approval for reimbursement from the Leaking
Petroleum Underground Storage Tank Cleanup Funds (15A 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 spedifications, 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 Permittee, a formal permit request must be
submitted to the Division of Water Quality 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.
6. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
7. The 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).
8. 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 (Iocal, 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.
10. Three feet minimum cover shall be provided for all water piping from the recovery wells
and to the injection wells unless ferrous material pipe is specified. Ferrous material pipe or
other pipe with proper bedding to develop design supporting strength shall be provided
where water piping is subject to traffic bearing loads.
Permit issued this the 16th day of October, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston O oward, Jr., P.E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0011828
7

Permit No. WQ0011828
October 16, 1996
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe {periodically, weekly, full time} the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best 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 other supporting materials.
Signature
Date
Registration No.

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RA7JNG SCALP FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility; _ i � , S„ ,i �. 61 r" / t t'W �ti't'Lir�� . i-C l ,N. l ri,+r art,,?
Owner or Contact Person; L !f ;il
Maifina Address: I;; �_vt,-_L-" on^�ard G't�r�t.r_ ��l7r
Co,jnty:..—.C' r1 _Telephone:
Present Ciassification: New Facility_Existing Facility
hPDES Per. No. NCDO Nondisc, Per. No.vL4, Health Dept. Per. No
Rated by: Telephone: 77,�2
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone`
Check Ciassification(s): Subsurface Spray Irrigation LandApplication
Wastewate* Classification: (Circle One) ! III !V Total Points:— y_
?N-S.L,7 PPCCFSSES AND a 2O oN=ti'T W-fY I A = AN ' PART QL I P '
Q�� � ;•.=••j -�i.�-L?�+•' � �i.1 �i�',','Y I'ti' �.�^ I.r4_'r}`.�'� �ti"C. �G Fes. Er,��T FR.�.,'. Z�.SI��,..AT}L�.
(a)ec- a units the; app!y'7
1-Septic tanks
2 pamp tanks
siphon or pump -dosing systems
sand filters
5 o,ease trap!nlerceplor
6 oi,rwa'.e' seperalors
7 subsu�aoe treatment and dispose:
oravity
�press:;rE
SPPAY IP.RGkTXYd Gu4SSIF)CAT}ON
(check elf units that apply)
1
preliminary treatment (definition no. 32 )
2-lagoons
3.
septic tanks
4-pump
tanks
5.
pumps
6.
sand fillers
7-grease
Irapf!ntereeplor
8
oillwaier separators
9.
disinlection
10,_chemical
addition for
nuirienilaigae control
11.
spray irrigation of wastewater
Pre'reatrrenl of vrwewsier In excess of these components shell be rated suing the point rating
syste- 5nd .01 require an operator with an epproprfate dual certification.
LA14:; A-? IcA T !D.RES] DUALS CIASSIFICATfON (Appies only to permit hatder)
1. Land arpdica!ion of biosolids, residuals or contaminated soils on a designated site.
1','r,S-j F ATE. 7T:.;.A7MEN7 FACiJTY CL4sSiFICAT l)N
Tne foVowl-- sys'ems steal! be assigned a Class I easstficafion, nu less the Now is oT a significant quantity o, the lechnologyjs
un.suat:7 cer.piex, to require consideration by the Commission on a case -by -case basis; (Check K Appropriate;
1 D!'wa:er Se;.aralor Systems consistino only of physical separation, pumps and disposal;
2 Septi. Tank/Saad Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand fillers, disinfection
and direct discharge;
3 Laeoor, Systems consisting only o! preliminary treatment, lagoons, pumps, disinleclion, necessary chemical
Iree'ment for algae or nutrient control, and direct discharge;
4. C;ased-icop Recycle Systems;
5. Groundwa!e; Remediaro^ systems consisting only o! pumps, air -stripping, carbon adsorption, disinieclion end
dlsp osa+;
6-Fish larrns with discharse IL, surface waters;
7. V,ater Plant siudye hand„*,g and baJ •wash water treatmenl;
b Sea'o processing consisting o. screening and disposal.
6 S;ng�e-lamily discharging systems v,+h the exception o! Aerobic Treatment Units, will be classified if permitted after
.I;,ly 1, 7P93 or if upon inspection by the Division, it is found that the system is not being adequately operated or
rna-nsamed, Such syslems wild be nolilied of the classification or reclassificalio%�y the Commission, in writing.
AI Z

/
The following scale is used for mling wastewater treatment huoUilieo: (cin:|e epprop/|a,e
poin\S)
nsu . PwMu
n} oid"vxWrral= I'llunIl^ Or WvWe PnogrliNo.
m/ DE *xFLo*0rP.NnIN
20.001
(x/ p;;---JWmAq,u"--uTmz;aauo(um *e"ic,moAx
W m' mwnic*/ww°.00.m`mo" Scrwwmwx pmnmmnmmw mw°ici°o--_-__-_-__-__-~------'---'2
Wmrtn.n=°�______________�~~_______________~~.__���-___----_,
or
(w) "t-la-i.&JI or Aarwed Om __ ------ --___2
w> nww°="mwm="____~~________-____-___.-__-__---___-._^~-_',
/ w/mm°mxln"°�wum/�mmo�__-�-_'__-__--_----____-__'____-_--'_--_'..�
(») um=npo° .......
---__---_---_--
<o oreux" n,Oil :#»um/mm'Gra.:/_-
o°=�vod Air Flo: m*v_~---___-___-..~_�_----_-_-_-'_-�___._-_-_'u
nx*°ch)cm=/m"--_----______-_-__-_-__------_'_-_-_--._--___�a
(^) a^v=rq
p/ S�-z�c�A=,TRaEAnaeN'T UouPmOCEosES
c^.'bc.U:Apww°ge
(o llo"
< Awrvmxm o
*o mmwvicu om=w(Supb'w,O)4*9hion......... ... __-....................................... ... .m '
(*) w`'";ono"`wmpe
(» xmoon - High Purhy Oxygen
m/ Trickling Fm
*� c.'b"°w^ds'
~/.'=v`=.»"n,°v^"wm`*rt .
-_--'_--_--__---^-_--_-----��
°^^"�C" °�",�/=°----------^._-__--._--------_-----=
<w p"~%,ae"ura=!&'wcliw*d Carbon Fowd-
w.^"m rxrb"" 'wn°"°ra«o*.............. ......... .............. ----....................... ................
with ""*="mpo'=ww°.............. ............... ............... ............. --............................
(� *i! -------~---.^~-----'--'--~-------'---'----'----:&^
pm.11`»x......... ......... ..................................... ....................................... ............................ ,o

(e)
Eloci rodialyslf..�_.
(1)
Fosrn separ0on_, ---5
(c)
fon Ezchanpe..
(h)
Land Appkoahion d Treated ESflvvle (soe datlnhion Nc- 22b) (rel AMW-Rble for nand.
Qreval, stone and other timltar mining cperatiora) by hiph mu hrthmtion._._._....__.....-••-..»__...___...4
(1)
Micros.cmens............ ......... �...
(f)
Phosphorovs Aenovaf by BioS ical Prowssea (Sas derutlSion No.
(k)
Polishing Pond& - withoul serallon.... --«.•... -�
with •arailorl, . _ __
(1)
Post Aeration
ddfused or
(m)
Revers Osmosis .....
(r)
Saw or Mzod•Modla Mom , bw
tip?)
(o)
Troveners prooarsos for mmewal of metal or
(F)
treatman; processes for rantoval of fasts tutorials other than metal or cyanide
(71
S..METREA-M-,T
(a)
Sludge Digestion Tank- Heated. _
Aarcoic b
Unheated 3
(b)
Siudpe StabMution (&wmiul or
(c)
Sludge Drying Bads • Gravity......_—_—_
Vacuum
(d)
Sludge FlUTAatan____
(a)
Studpa Cond'niorar (cltemioal or thermal) __ _.5
(f)
Siudpe Thlckoner {gravity}.. ._ _.,—_..___._�__ _ _. _ _ --_ _ •- , __ .5
(g )
Die o"d Air Fblation Unh (not aaplarabte to a unit Hied
(h)
Sludge Go; Uil7lzstlon (nctudinp gas stomps). _-2
(1)
Sludge Holding Tank - Aerated..,_.^_
Nonaerated.. _.... ... _ __... .�___ .... .«.»....... ..2
{f)
Sludge Inclydralor (not hum udirtg acMoed Carbon regeneration).........'
(k)
Vacuum Ftrter. Cenldlvpe. or Fou Prase of othe'simttu dewatering davlaea..._.
(E}
RES'.7JA:.5UT{LZA7tOh:+D!SP0SAL(rdud'vptreiraraiedash)
(e)
Lagoons....................... ...
(b)
Line Applicalion (surlacs and subsulitco) (see definition 22a)
by =niracling to a land appkcalion operator or landlil! opsralor who holds the lard
appNullon ps ,n, or Candid: psrm%...... ... _.......... ............. _.......... ......................... _ _ __..................2
(c)
Dedrealed Land!dl(ourial) by the permhiaf of the wastewater utalmeni iacilny_.,,._,_,_.��....._.._.._,..•........5
(c)
DtStT`e
(A,
ChIon nal
(c)
aeCe)lo,;rtaltpn..
. ............. 5
(d)
RaC!alion. ... ....................... ............. .................... .........__ .5
(s C)
C,+EiliCAL ADOMO,.' SYSTEu.,S) ( we daiirilllpn NC. 4) jno! app[ ANS It MhVniea! add bars rated as ham
list
(6)(al• (6)(b), (T)(b)FF (7)(e)(2a), (4)(b) or (0)(t) 5 paints each;
! ,} .l r: �� d.:.......t.L'::,:..�,.lt:.i s.,. ........._....... �._._...........»._..._.....»....»..
--....__,.._........._..__
(a)
H.-.din; Poncs, Hcl_ -V Tanks or Solilm; Ponds W Organic or Toxic Materials inclvmnp wades
from min;% opa-alions carwnrng nilropan or phoaphonis compounds in arnovnis alonfl"rtly
g-ea'a' I?ua is tc-,mon for domrslic wastewalsf._...... .......... ... ..... _....... __
Flo.. Equa!rsa!9:n (no' apslreabla to storage basins wNch are Inherent In Yang application
swams)....... —........ .... ....... ..... ........... —....... _--..,•........... I ........................ _.,...---
(c)
Saga D:scharpe (not appl,cable to slorape basira Inherora In land application
(
Fwrnps.........................................................._....................... ._... _ .._.. ._ _..
(e,
S:an::-Ey Powe• Svppty......................... .............. .
(!}
Trre•re Pohutbn Consul Device ............... I.—............ .._........« ..._ ......« __ .......... ....... .3
TOT►:
cum1. _ ....... «».» .. ............._._. _.. _............a 25 Polnu
"'EIass _.................. 26-50 points
CXassti.......,_.._................. .................. ..._........................ ......... 6t.65 F'olnis
Class N.............. ......... .,........... ........ .....-........... ...... I ....... ..,..,..65-Up Poirus
hzv.-; a rc.,i; o' cro though tour poinis, frrdusive, go gat roquirs a anifocl operator.
Fa-'.- es ra in; it, ez ,a.at sivdpe pracess wit be auig',ed a minimum elasslli:i;ion of Clau It.
Fact', es hav,-g Irea'men' p•ocesses for the removal of msla! or cyanide will be assigned a minimum dassitiation of Class IL
Facun,ss having Irsa!me^t p•ocasses for the biologlal remover of phosphorus will be assigned a minimum tlassilicalion 01 Class III
,boos DE r,N'TIDWS
Tree lam-••K W,kov "I appY fv A%,DJ tit itDWpltr.
I'; Act,a tt Gs oar 5*ct A phra,cs'rchemcs' "roe to t6wri,s sol Pia vpnir realr,t Garr, wssig..'atw elfvwn . R» roly+ tfpe beds sited n ert ffw2,ad Urn t,svf
A ho- rasa Ire. t t IC •:h: Q.I'c'xs P$- mnJa pt• ap✓a'g Let: trsC real be •inor WP r da.w,saw carbon boos Carbon may or nrY no' be repon ,aroC on M
.as'g.e'r unren p's, Cie:
(i, Aa:a'.at La;o s A wxr•. o, .n,r. ■'- 5e119t all mavca:',ae in avtpw,an end by errrrY tialdp;cal alicason or rooms manor Is roducoC Nap. aniklatr arcorwetod
usn + c' o,y;.-- an a r-a - te-s` basis:
Art.•t, A pa ett e' brnp-; ebc,s nt•*.sie ro'rsn be-f r. a-• a hph pntr oxygr, in a iipnd Of earaT'v, egtot,cn or 0i116wam'{341 Fatendea Asnban An
p,otoxx vt..ins s rnn•n.,•rhytfs-t.c rlairear. YTe a' rr hoot.
(s, Aj,cJ.Je i nantpac 9'I4 A , s:rc or —a, a C,K . p•oaKla. rrM MpgC. aed t,t,vegiec (GoP WA cmt gtttes. grains. a#", sit.).
(l, A,' S,n,>nt A p'eras h ✓xt. r.t @n Vn•,a, is + as art! cV sled It dtse"d anrntn;t INN ■d.+sr vr) —V.. to armiarss than West" to fr arnespow* !f
p^rccs ass•^t 8 cr,r V9 t• po"tugs wnc", mro. " psrdatsr. Pred.tb t1xt is bgr�ant. IOV►•,e, ant srang,
(t; G'u.+ Rfs -rftc Tht rrw,raton D. ot-d w.0 carbx by M use a' a rtrrrce Ic pWrag ass,srreWy hph ee•rtpa.aruros erh;rJ, vdawta and olid,te er sbLwbsd
1t, Ca :e-t:roa Sur qe F e'.syt o' ras•.�.. a,.• tc r a+t+s'wd tc ■rncve 'tacenda•r^ oil�enl Ynila;
it C.rr !,;,i Abe•,ce 11 ..hch efm^,uss' last it usee tc tgrrtrt tO:ot I,o•- I, pods o, r sops-84 hgodi al d,rla•onl deriaian:
Is C'e- dt tia .r 5r114^s Thg 3d6: v C' c•+e-,rc slat; tc . —Us c a, pen' la P.rptxM a' „-.y o•,-q wt.cs remora'. PH aCla Coon• a)Lelmar com ol.
ez , l-t cra> ': ,c tiae•- o.,r o `ro-.: ena^ crt sne dcve�apq.csec^ parc.t it ath,e.t a ttse:,k rfw+L w-.i be ca,ua.»d ow qnv*. me ctptbLs) a sod

diem C&Rs) 11 port Wrht wi be rated *I am ryssarn: aapstaly to Wild I dstnrical 81 a dfHw" &gopfit-1 on p11"AS leer d 11WOWL Psrpot6s will natrt in the sySLarnu being
read as *epuald arstamo;
(10) alarrical Skadge Cad►ering. ?he adc"M of a dsrriGe cernpoird waft as !terns, uric c WrWt, at a polyie.rr to wel sivlgs ID amaleace rte mesas plat 10 tut
eQprksLLWn Is a afowslving device;
(I I] Closed Crda Sr4wmis. Use or holding Pw-% or helQng IWWcr br eor"In end 01 wastewater corsalming irrorgarit, rtori•Walc rrrlrikh bun sand, grwll, Crushed
Sett of obw similar opwalore Such srslems &real carry a rrralrrs^ of two pants regardless or p6orrlpimg flrihies or any oh►+ appmarunces:
(t2) Carre>rmee Ramov&' or Carbornec►ovs SOD and FF►openom Removal by NMfgatiorr A singia elags system required to actitvs prmil ollkwd "It on SOD and
WDMMlfa rtsroyr, wilin 1hr shire biologics: r6ackr; .
(ts) oediortrrtlon The porsat or comfipi6 w rodustlien of retWe eHrie ti a 64A6 by arty chemical or ptryelcsl pracess;
(M) De:irilullon Proessa. The cvwirsion or Nr61e•hhog en to riltogrn gat; r
CM EiectrodaVyslW. ►roster fa rr,Wovng k nhed mhs bom water !:rough let use of Wr selective bm►aselrnpt membranes;
(16) Mr Pratt. A process opvaled mocxnicatiy la partlilly dawauring aiudpe;
(t7) Foar Sepere(or. The piamsd boNrti ,; of wastewater a wiscowile, ofbvori as a rnearr OF rarnodrg *aeet&Iva armours: of dstwgortl maerials ttnrough tee
fertd,sdrr of It in the krm ol ine bLDbtst; &!to taped loam back fiason,
(11; GrF Rernow&L The process of removing gri; and olhw twavy rrirwrst mety tam wasfswtter;
(It; Iefsef. Two. A 661E twc story watlOvaUr tank eansicing of an upper se4vrrrs46on ChArrbel and a lewet dvelgt e4potson dx+rbef.
! iralr.rrrwraee Row AI►asu►men; A dsrict which lndeatas And fscmds nu o1 Sow;
(221) ton Ermango. A Cwrricsl prams in wtich ierr Irtm IWO dfl rent mdscuss ars ardtsinged; .
(22) UneAPOlUliW
(a] Sh.rdga Deapo&L!. A Sn&' sksdpe lisp isa! method by which wol sludgr may be applied to land other by apr116sg an ftr ssrls v or by outw dsce 1gorion (i.e.,
CS3Mj plow); (rho: appLca&a lo• types o! ahtd2s described In (11) of Ins RUG):
(b) Treated Edkanti Trio process or apraytng treated wastewater veto a land area r other mahads of application og wastewater onto a land area at a reran oI tonal
disposal or t&StnrK:
(23) laieeaaoor,. A tow aped, eotirsnusly back-o aeiwd, Wising druid Niel operating Wrtder gravity cind"na as a poridieg nestled for ntmvlrg Wapanded 9ok61
lrcrn 4IL6Wsl;
(24) eiuificasen ►faCioel
eti. The b+lmW Kanvraion of UNWI Plod ritiagen (arrvrortlo and agent rftrogan) to aeltfized rirogan (assubffy rr)tat►);
(25) H-40"" Slag&, A separate Stage of watlewale• rSarnenl designed err ilea specific purpose of rorwelting ammoria rirogon to nirala Ntragen;
(26; Phoophala Removal. 5dCrgice. The removal of phosphorus !tart waslowsler by ■n axkhno:le Process dopprrd to enhirsce !usury uplako of phosphorus by Iha
oeicerp ani s ms : .
(27) Po4: iiireg Pand. A hadng pond loliwrirr teeerdary lreatrtten! w!h surlicient detention time to slow setl[ng of Sraoty suspended seidt;
(29) Pei: Atvaton. Aeration lohowing comwonsonal secondary Irestnwnl units to kleream wMiwont D.O. or for any ohw purpose;
(2s) Pon: Amrafoti (Casc■ds; A poEaling ►nviflod by wtidh dissolved oiygsn It added to ohs sliu.-L try a rorrredsarical, grivisy rmaru of hewing down a series or
stops or weirs; Tha flow eccrrinsg struts res steps or weirs rrlowe, in a gaily lain layer and no operation o1 ht eascada regnfrol no operatre Aciottm►nl: rise, =era
pour;► are &a&:gmee evil loom$. Iris bs an assonial step to meeting " Emit, of Ire discharge Perth;
(3C) ►ewdered to Granular Artivaled.Cerben Feed. A biophysical ewbon proctu final utilities biological acivlly and wp&rtic arbawgitiah by uairsg povwdered or granular
4LCWSleC caution; Yvgn or raptneialad carbon Is geed ecrrudled inle no eyslbmn
(3l) Prsawalim A Sank conrucsed to providt aeration prior to primary Insurwrl; ,
(32; pr1L•rrevry units. Lhi-: opetaians In Nr fraatrmnl process, such as Screrting Step torrrmin.riort t ial prepare Ted tiquw lerr subtagwrd major oporaiwu;
(33) lndvstria: Pretrea'srwrd.
is) Pre-uronvnt unit, trdustrlaf. The condtioring or a waste at hi source befora Mvharge, to remove or go rwirtnalirs oubstanceL tnjtrious to sowers and frettrn ni
prectssss or to anect a panic• rodaction In load an Ins frestnern process writer is operated by Ihe &am* governing body as he waslewa[si fraabnem plans being
rssetl;
b) pus-frasvn►r1t Prograrn, trrduetr,at • mvcl be a SUIS of EPA required prog'arn to receive points on ht faing ahoal:
(34) Primary GsriGws_ Ti-A in! Sollfrig tankt ti'r"h wtich waslowelr is passed In a reatrnam works for " p "sp or removing reusable and scxpandld soidi arid
SOD w• 01 Is astociv*e WM-. the edrds;
(3.57 Furnp&. Al Inl Derr.. Ind lrvp6rrf, Plmps;
(36, Radiler. Uisihlecton or r1v.iLSalitn procats vViiring do -Aces errireng vlroviolel or gamine rays;
(37, Rtutrso Oar..os;'s_ A vsarnrn: prows, in which a heavy eonurinaled iq.id Is pvsstuiloe nrcuph a merrbrant lorrhleig nearly pert liquid &as Irom ayspen6a6 solids;
(31; Rcutrvg i'aologicsl C4FW6clon. A fixed biological grp#Ah PeCKISS In Wl'rCh w.astewaur lows tvm5lp tanks In wtueh a sodas of partiAy submrgr6 eiraulsr ssrtacet
are rolalvd;
(3 Sf Same Fillers:
(a) Inlrrsillrr 6i0109ics!. Finraion of orllarn! IDllowing septic larks, (spocru, or sor'ns othv vsavrwnl procota in whlrh hs7wf biodscorposWon is exported to
prodire tlsshle elru► s; idrdral,c losdrij fall& on thss• tints ale CC-.W,64 In gpCfae end have a vaulting low gpmrtf Vass than orw);
b) Rod eurifinp lological - the same type o! sand Rile, as WAId In Subpvagraph IN) (it) of his Ruts with to added e&psbrTiy to reryde elluenl back Fcough the
Sort liher;
(ao) Sand or kliree•tree.& RIA:s. A polishing pvocess by which Vituenf limns art achrvsO htDwgh a irrbhr reduction of Waporsdod sarfids;
(i) few nu -• g-ev:ty, hyd&uLcaPr icadse f'iv vein lotdrg raps In L•A aro to Woos gpn%nl range;
(b) high rsis •• a presasa, hytrau4cs?�y loodte wisr weth losdng nut Ir no live gpnrd,l ranpa; A-, any role, the loadng rate wits ortood hers! gprn+St;
(41) Secondary riirihwa. A Saris wfna ld,Dws he bidogiaa'. *nil o! 4raarnW prara and wtich rut he purpose of ramwing skdgoa associated with rte biological
traylrrle�s Lori)%;
(42) Separate &"I RaaeneEor. A punt o: h6 cGhticl stabiiixsbon process wrwrt Via aeivaite sludge is ranslorred to a tank and &*rated before roarning h to the
center. basin:
(43) srplic Tarr A singe slay sitsrimg lank In which ashlsd sludge Is in conuct wtlh tw wasl►walot flawing Krogh use lank; shelf not b applicable Ior septic tank
sysloms sarwng crop!& fa:r.) res+4a "s living capacity of 2,O= gahorn at Iasi which d4chug► to a risriical'on Sold;
(44) Sludgd Digaseon. The p•oeest b,, vher, orgsric or volatile manor and sludge Is ga&Iild, (icPsise, toinerstil,ed or ta"WWO Into "we &tab!& otganic manv rrougyl
no actmy of k+v+g orgarism.s, Which Cnrfudes avalad holding tanks;
(ts) Sfudgs Dryirr, bads. Ar, &rts cornprisinvg nalertl or arlihclal layers or pcecLA materialr upon whlets digested towage sludge Is dried by drefnoge send evaporation;
(46) Sudga Elatia lion. A places, a! sludg* M-4saring in which eenain cont[uen[s are removed by aucc►&sivs washings with brash water or plan[ aNlwnt;
(47) Si.,dge Goo ui.:ta:iD The process of ving aowege gas for the purpose of hawing bu'ddngs, stirihg enpnes, tic.;
=e!; Slv6ge M66-5 T014, (Aaralse Ind h'onaeraled). A tank triliisd lee smt1+ waalewllef Lnsitmrent plants rot containing a dgesler in which sludge may be kept bash,
one wpvna[sn! W%:rd-1wn prior Ie a drying rnensd (i.e. sludge drying beds): Trio may be dons by a"rue is erhell amvnl of ein simply to keep tht a:vdpa has::. bs1. no!
rwrlstari!y an armor: nsl world be reviled st ockisve stabilization of orgdric rraner, A noneersled Ursk wWd *.imply be used to 6scant Budge prior to dan'auring and
wocste mo: oho.• ion; po Ws (to.11,1 days of ateftnson) w iftul rostifirq ads problems;
(,$) Sudpe Incimaratas. A r-rnacs Era:ymid is bum sludge ■red to remo.'e an moisture and CembLosiblb rns rialt and redurs rw tfudgo m a 91664 ash;
(50) Sls,.y,e SuL'aasr, (Cheri:al Or Thermal). A process m make titatse 1ru46 less odorous and psi:oicfbre, and to reduce ne pathogenic orgarism content, Trio may
be doers by pH aduitmon;, erionne daslnp, or br he&t Ireauronl;
(51) Sludge Trickenr. A type cl ate.rnantabom ink In which no Nv691 Is prrined to tents and Iricktn nrough 1g;saion and gnvily;
(52) Sub::icsbon isgoen_ A type of asidalicn lagoon in which biological oeilallon of Organic mshar is 911"1.60 by naval frontier of oxygen to the water bum air (not a
polishing Pend):
(53) Surd-Ey fow►f Supply. Or ails r ponablo elacticsl ganeraimg equipmvs;:
(:-o Stoic Sr,tens. A sW.on 'y scleSn designed tc remove sdi6s, includng non•biodtpadable psniculass (ioslabls soG6t, suopendee solids and 900 reducGan) Irom
Au -eCipa' one we'% 1' w&tltwolan rasrritnl systems;
(55) Ttrtary Tree non: A guys e: etatmrwnl lo'lowtnj secondary wvlich is prirnanily fr Inc pvpotl of arfivam polishing; A sorting lagoon or sated a coal S+Iv night ba
empror6d W ltis purpose;
(56) Tno•mal Pcehnen CortaR Dov;ro. A devire providing for the Sandy of htal bum 1 FuiO flowing in tubes to anostr sutid Outside he Tubes, Or vice vtrso; Or other
maans of regufaing biwuC terrp.rra altos;
(57) Thtrrnal Slidto Condfon&:. A conrdlfoning TrOMs by whirl: he&'. is sddtc (of a prolncled period of l ono fo knp evs ne d►wbursbiLly or sh,tlge by cis Soubiitin;,
one r1yb6ufilirtg of Ire smsetr arld mors hg•ry hida:6d budge panicles;
{5'.) Tasic latlr;sls_ Thous wastts or comtirssons of wastes, lrcludrny distast,cnning agents which Serf►, discharga and upon arposufs, ingestion, inhelstiven or
assinilasion into any ygarism, ♦'mho, duecty from the environment Of indlKDl b, Ingsslion thloug'h IOo6 chains, will cause 6661h, dsoass, bshavlra: sbnrmatittet,
cart, gono[n "..v;ons, pr,yudog'csl mstrunclrons Vnrlud.ng rrulluncton in 1&pe"Liction) or physicsi dslom;btions, In such cgarisms or hair ollspring: Toxic materials
imrl.sds, by way el hruzl:sttn Ind roe IimnYm IWT r&8rrium, cryrnium, mwcufy, vtradum, ar&eric, zinc, orrio riuo-cNoroMnsene (ONCE), polychly)nsled biphenyls
(DrEn' 91-4 d[h:arodphtny! L•icheroa:rana iDDT), and any ocher rrulonals Ins! havo of may heravisr be daterr6had to have Imit peopertict-
(59) Tncu-, Frl1n• s lie:t4rr61 rrestmon, um comsaong of a maunal Such a, b•os.On !Iona or rocs ovor which watiewsle, is dsribulad; I, tigh a.e trickling Wsv is ono
wt+rli o;&ra:ae a; bc•wsan 1C arU 30 mgd pv aria. A low role hick€m; Idler it ame w?ich is 64tip"d 1D oy wale of ono to fete mgd poi scre;
(SC) Trlct ail; rl!:t, (Pecked Ta—co /. r✓y Ito+• t)Lp1 of opwal;m in wiich Wt6:r-3161'lows &.n %"-gh svccowve Ityors of n,66a or !@snit maltris!: Crps•ir malr.al
is nrrwv *C! ct-rrvr LT 11c Itt•o b;o D;aa' itad grown in earn &Werrswvc ;dye, lri, menw nag podu:6 '&ocrhdary' r,ul!,ry olhww,t, Of n+sy bt ae6ple to
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MIRACLE SIGNS
GROUNDWATER REMEDIATION SYSTEM
PERMIT NO. WQ0011828
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State of North Carolina
Department of Environment,
Health and Natural Resources 4 •
Division of Water Quality
Jaynes B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary 1:3 E H N F;
A. Preston Howard, Jr., P,E, Director �
Coastal Environmental Services Co.
7151 Market Street
WilminiTton, ?\C 23405
Attn. William E. Burnett
Subject- RequeSt for Variance - NORTH CAROLINA WELL CONSTRUCTION
STANDARDS Rules I�;ANCAC 2C .02I3 (d)(1)(A and 2C .0213(c)(1)(D),
Additional Criteria and Standards Applicable to Class V - Well Operation
Miracle Signs. Jacksonville. Onslow County, NC
WQ0011 s28
GW96125
Dear Mr. Burnett:
This is in response to your letter of August 27, 1996, requesting approval of a variance
from the referenced Rules for the 6 Injection Wells IW-I through IW-6. Rule 2C .0213(d)(1)(A)
requires that injection well casing be installed which extends at least 12 inches above land surface.
A review of your non -discharge permit application indicates that the subject wells could not be
constructed in accordance with that Rule when completed in traffic areas.
Factors that would act to mitigate any potential problems which could adversely affect
human health and/or the effective operation of this well, because of not meeting the regulatory
requirements, are as follows:
1. The proposed flush mount construction will provide for adequate protection of the
well head.
2. The proposed flush mount construction will provide an adequate sea] and prevent
contamination of the well from surface runoff.
!'additionally, Rule 2C 0213(c)(1)(D) requires a minimum horizontal distance of 50 feet
between any water -tight sewage collection facility (sewer line) and an injection well. A review of
Your application indicates that the subject wells could not be sited in accordance with that Rule
because of the property size and necessity of the closed -loop operation of the groundwater
remediation system.
Groundwater Section, W. , 4 Voice 919-733-3221 FAX [phone]
P.O. Box 29578, Raleigh, North Carolina 27626-0578 fC An Equal Opportunity/Afiirmcstive Action Employer
2728 Capital Blvd., Raleigh. North Carolina 276C 6M recycles/109% post -consumer paper

Coastai Environmental Services Co.
Variance to 15A NCAC 2C .0213
Page 2
Factors that would act to mitigate any potential problems which could adversely affect
human health and/or the effective operation of this well, because of not meeting the regulatory
requirements, are as follows:
The injection system is expected to mound creating a gradient that would effectively
prohibit any potential leaks from the sewer lines from interfering with the groundwater
remediation system.
Based on my review of the available information and recommendations by our staff, it is
nay finding that the combination of factors specified above are sufficient to satisfy the conditions
for approval of variances from 15A NCAC 2C .0213 (d)(1)(A)-and from 15A NCAC 2C .0213
(c)(1)(D), as defined in 15A NCAC 2C .0118. With the additional requirements that at least 24
hours before any well construction. activities are begun you 1) notify the Raleigh Regional
Office at [phone] and 2) provide a copy of this variance to the party constructing the
well (i.e., licensed well driller), the requested variances from Rule 15A NCAC 2C .0213
(d)(1)(A) and from Rule 15A NCAC 2C .0213 (c)(1)(D) are hereby granted.
The granting of this variance does not affect any of the other requirements of the WELL
CONSTRUCTION STAMDARDS or of the requirements of any other applicable laws or rules.
The granting of this variance does not constitute the approval of any application for a non -
discharge permit associated with a groundwater remediation project. The granting of this
variance does not constitute permission for construction or operation of the injection wells.
Permission for construction and operation is granted through the non -discharge permit.
Sincerely,
Date: ?13
Te L. Bush, Jr., Assistant Chief
Groundwater Section
Division of Water Quality
cc Mr. Lillian Kharrat, Miracle Signs
WiRO
UIC Files n,m-c:\oTr«�,pa=\naperccm le.vaz

State of North Carolina IT
Department of Environment,
Health and Natural Resources 4 . LTIK;VA
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary 1:3 E
A. Preston Howard, Jr., P.E., Director
June 25, 1996
Ms. Lillian Kharrat, Owner
Post Office Box 1541
Wilmington, N.C. 28402
Dear Ms. Kharrat:
Subject: Project Return (WQ0011828) /39S eA)
Miracle Signs
Groundwater Remediation System
Onslow County
This is in reference to your application received December 8, 1995, for the construction and
operation of the subject facility for a groundwater remediation system with treated wastewater disposal by
an infiltration gallery. On June 6, 1996, the Division received a revised application package changing the
subject groundwater remediation system from an infiltration gallery system to an injection well system.
This injection well package was submitted on your behalf by Mr. William E. Burnett, of Coastal
Environmental Services Company. It is believed the injection well disposal system will overcome
difficulties the Division's Groundwater Section has encountered with the submitted infiltration gallery
system package and subsequent additional information required prior to permitting. The Division will
make every effort to review your new injection well application as quickly as possible.
Therefore, as requested on your behalf by Mr. William E. Burnett, of Coastal Environmental
Services Company, in a telephone conversation with Mr. John Seymour, of the Divisions Permits and
Engineering Unit, the Division is hereby returning your infiltration gallery application and supporting
documents. Your application fee will be transfered to cover your new injection well application.
If you have any questions concerning this matter, please contact Mr. John Seymour at 91gn33-
5083, extension 546.
Sincerely,
00-k
A. Presto Howard, Jr., P.E.
cc: Mr. Steve West, Wilmington Regional Office
Mr. Brian Wootton, Groundwater Section Central Office
Mr. William E. Burnett, of Coastal Environmental Services Company
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper