WQ0004445_Final Permit_19910122

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State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. H. E. Rich, Jr.
GSM Dealership Services
Post Office box 2187
Myrtle Beach, South Carolina 29578
Dear Mr. Rich:
George T. Everett,Ph.D.
Director
January 22, 1991
Subject: Permit No. WQ0004445
GSM Dealership Services
Rick Edwards GM Dealership
Subsurface Disposal System
Columbus County
In accordance with your application received November 27, 1990, we are forwarding
herewith Permit No. WQ0004445, dated January 22, 1991, to GSM Dealership Services for the
continued operation of a 240 GPD subsurface wastewater treatment and disposal system.
This permit shall be effective from the date of issuance until December 31, 1995, and shall
void Permit No. 10490 issued July 20, 1984, and 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 to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of. this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made
this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. Mark Hawes
at 919/ 733-5083.
/ S'nc rely,
" George T. Eve
cc: Columbus County Health Departmen
Wilmington Regional Office
Groundwater Section
Training and Certification Unit
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7697 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SUBSURFACE DISPOSAL SYSTEM 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
GSM Dealership Services
Columbus County
FOR THE
continued operation of a 240 GPD subsurface wastewater treatment and disposal system
consisting of catch basin/grit tank with an oil water separator device, a 500 gallon oil separator
tank, a 900 gallon septic tank, a distribution box, 200 linear feet of nitrification trench with an
effective area of 600 square feet, and all the associated piping, valves, and appurtenances to serve
the one bay car wash located at Rick Edward's GM Dealership with no discharge of wastes to the
surface waters, pursuant to the application received November 27, 1990 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 December 31, 1995, and shall
void Permit No. 10490 issued July 20, 1984, and shall be subject to the following specified
conditions and limitations:
I.
PERFORMANCE STANDARD
1. 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 as may be required by this Division, such as construction of additional or
replacement wastewater treatment or disposal facilities.
2. 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.
3. This permit shall become voidable if the soils fail to adequately absorb 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. Adequate measures shall be taken to divert stormwater from the disposal area and
prevent wastewater runoff from the subsurface disposal field.
5. The sludge generated from these treatment facilities must be disposed of in
accordance with General Statute 143-215.1 and in a manner approved by the North
Carolina Division of Environmental Management.

6. A usable reserve area shall be maintained for wastewater disposal. The reserve area
shall have the capability of accommodating the average daily flow of the facility
being served without exceeding the loading rates of the reserve area while meeting
all required buffer requirements.
7. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
The following buffers shall be maintained for any new construction of treatment
and disposal facilities:
a) 100 feet between disposal area and any public or private water supply including
wells
b) 100 feet between disposal area and "SA and SB" classified surface waters
c) 50 feet between disposal area and any stream, lake, river or natural drainageway
d) 50 feet between disposal area and property lines
e) 10 feet between disposal area and surface water interceptor drains or diversions
(upslope)
f) 25 feet between disposal area and surface water interceptor drains or diversions
(downslope) and groundwater drainage systems.
II. OVERATIOIS AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. The Permittee shall employ a certified wastewater treatment plant operator to be in
responsible charge of the wastewater treatment facilities. The operator must hold a
certificate of the grade at least equivalent to the classification assigned to the
wastewater treatment facilities by the Certification Commission.
3. The application rates to the disposal field shall not exceed 0.40 gpd/sf.
4. 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.
5. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
6. A suitable cover shall be maintained on the disposal field(s) and the field(s) shall be
kept mowed. The clippings shall be removed to prevent the build up of thatch.
III. MONITORING AND REPORTINQ REQUIREMENYS
Any monitoring deemed necessary by the Division of Environmental Management
to insure surface and ground water protection will be established and an acceptable
sampling reporting schedule shall be followed.
2. A record shall be maintained of all residuals removed from this facility. This record
shall include the name of the hauler, permit authorizing the disposal or a letter from
a municipality agreeing to accept the residuals, date the residuals were hauled, and
volume of residuals removed.
2

3. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office,
telephone no. [phone], 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 wastewater treatment facility which results in the
treatment of significant amounts of wastes 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 render the
facility incapable of adequate wastewater treatment such as mechanical or
electrical failures of pumps, aerators, compressors, etc.
C. Any failure of a pumping station, sewer line, or treatment facility resulting
in a by-pass of all or any portion of the influent to such station or facility.
d. Any time that self-monitoring information indicates that the facility has gone
out of compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in
letter form within 15 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 reoccur.
IV. GROUNDWATER REQUIREMENTS
1. Any groundwater quality monitoring as deemed necessary by the Division of
Environmental Management shall be provided.
2. Oil drained from engine crankcases or degreasing solvents wastes shall not be
discharged into the disposal system.
V. INSPECTIONS
1. 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 wastewater treatment and disposal
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 keep 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 upon request to the Division of
Environmental Management or other permitting authority.
<<
3

3. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the disposal site and facility
at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records that must be kept under the terms and conditions
of this permit; or may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL—CONDITIONS
1, This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans, specifications and other
supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. This permit is not transferable. In the event there is 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 Environmental Management
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.
4. Prior to any transfer of this land, a notice shall be given to the new owner that gives
full details of the materials applied or incorporated at this site.
5. 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 15 NCAC 2H.0205 (c)(4).
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 Environmental
Management in accordance with North Carolina General Statute 143-215.6.
7. The wastewater treatment facility shall connect to a publicly owned areawide
sewage collection system within 180 days of its availability. All discharge of
wastewater to the system shall cease at the time of the connection to the sewerage
collection system.
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 (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.
M

Permit issued this the 22nd day of January, 1991
NORTH CAROLINA ENWRONIVIENTAL MANAGEMENT COMMISSION
'George T. Ev ett, Direc r
Division of En' o anagement
By Authority of the Envir ental Management Commission
Permit No. WQ0004445
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i
(MISCELLANEOUS UNITS CONTINUED) POINTS
(c) Ffolding Pond for Effluent Flow Equalization and/or
Stage Discharge . . . . . . . . . . . . S
(d) Efflu.nt Pumps 3
(e) In -plant Pumps (including air lifts). . . . . • . • 2
(f) Stand -By Power Supply • , . . . . • • 3
(g) Thermal Pollution Control Device 3
(h) Treatmnt Processes for Removal of Metal or Cyanide and
other Tozic Materials . . . . . . . . . . JD
Total Points 5
CLASS IFfG1TIO+r
Ciass I . . . . . . . . .., . . . . . 5 - 25 Points
Z?I . . . . . . . . . 2S - 50 Points
Class LII . . . . .51 - GS Points
Class fY . . . . '
. . GG - Op Points
a
do metrequirtsh
aCertified,operrator,,inq of C7a$WicaLton ofnall other
sive
facilities requires a comparable grade operator in responsible charge
-4-
North Carolina
0""5'011 of EnYirQnrM ntdl Management
Checklist of Facility Components
To be Used In 0eterming Facility Classification
All 'information will be printed
Name of Plant
County CCDL_t_�BL<- Cp ----
O.rner or Cont,ict Perso-1.
-_ CLA
Ila f l I rig Add res s�Q x � j Y� T1 � le ephone
Street or P,D. tiox No. Tarn or Cit' y Zip
Permit Number Information
Construction Status
NPOES Permit P1o.
--.- �.-, Please Check:
Date Issued Existing Facility
` Upgraded Facility
StaCe Permit No(`jyt;'" How FacIIILy —
1,3._. it Upgraded or 1ieH70—clllty, ,;Ive;
Date Issued z Z SOS Completion Date
100: Completion Datc'4
Rated by �-1f�j Regional Office
Opr.raLor in Responsible Charge T -
Grade
Design Flow of Plant in GPO �� �^
Plant Class
TEM
POINTS
(2)
DESIGN AFLOHTN ee I(notoappifcable
�111
OFPLAIITITS
GPD z
to non
-
contaminated cooling Haters,and non -discharging systems
0
-- 20,000 ,
20,001 - 50,000 . . . . . . . q
50,001 -- 100,0002
100,001 - 250,OOD . . . . . . . . . . . . . . . 3
250,001 -- 500,000 4
. . . . . . . . .
500.001 -- 1,000,000
. . • . . . . . . 3
1,000,001 -- 2,000,000
. .
2,000,001 (and up) - rate I Point additional for each 200,00010
Design Flaw (CPQ): GPO capacity up to a maxi M. m of 30
(3)
PRELIMINARY UNITS (scC F2 ntt on No. 3 c
(.S) Influent Pump,-,
{IncIIrd1119 air lff[) 7
{lo} Bar Screen.^.
{C) I•Secharrfral $C rt; r, n':. �La l.I r. �r r'r•e•n: nr• Comm lnru�lr:.p
Ilrvsres
r••��r
) L ilcmuvrl o).. . .
Id(;HL# _
.
(c) Mechanical or Aerated Grft Rernovaf . . .
. . . . • ' ' '
{f) Flow Measuring Ocvrce or
, • • , ,
(9) Instrumented Flow 1Seasurement
Effective
. . . . . . .
) i"
9/I/b]
iiuctlti

-2-
ITIM
POINTS
(h)
Preaeratlon or Equalization . . . . . . - . . . . .
5
(i}
Grrasr or, 011 Separators -- rravity . . . . . . . .
7.
{j)
Mechanical. . . . . . .
3
(I:)
Aerated - . . . . . . .
5
(j)
Chemical Conditioning . . . . . . . . . . . . . . .
5
(4)
PRINARY TREATMENT UNITS
With aeration . - . . . . . - . .
5
(a)
S,zptic Tank, (;cc definition lin. 44) . . . - - . . -
PosL Acra001L - Cascade . . . . . . . . . - .
U
(b)
Imhoff Tank . .
3
5
(c)
Primary Clarifiers (fnc)uding sludge air lifts) . -
5
30
(d)
Settling Pouds or Settling Tanks for inorganic Non -
Reverse Osmsis . . . - . . . . . ..
5
Toxic Materials Involving a Discharge to the Surface
Sand or Hired -Media Filters-- Lox Rate . . . . ..
2
hater's (sand, gravel, stone, and other mining operations
High Pate
S
(7)
except recre�.-t',onal activities such as gem or gold
TREATMENT
mining) . . . . . . . . . . . . . . . ..
10
(5)
SECDf(DARY TRFAT`iERT 'JNITS
Aerobic
(a)
Carbonaceous Stage
Unheated . . .
2
(1) Aeration - High Purity Oxygen 5yster,
20
Sludge Stabilization (chemical or thermal) . . . .
110
Diffused Air System . . -
10
Sludge Drying tied% . . . . . . . . . . . . . . . .
2
Mcchonico' Air Systcin (rixrci, rl(raling or rotor)
O
Sludge CIuLrIaLIoil . . - . .
5
Separate inudge RcoeraLion . . . . . . . . .
3
Sludge Conditioner (chemical ar� the . . . .
5
(11) Trickling Filter - High late . . . . . . . .
7
Sludge Thickener . . .
2
Standard Ran
5
Sludge Gas Utilization (including gas storage).
2
Pat.i.l'IS Ir1Nr•r' -
Ir)
SItJdge wial ipq rant. -- Aur•atcd . . . , . .-
(Iii)
Arr-ated Ltgauns . . . .
10
lion -aerated . . . . .
2
(IV) Rota Ling 111alogical Contactors (blodi5c). . .
l0
Sludge Incinerator (not lnetudin9 'Irtiv,lLed a.arbon
(v) Sand FilLers (Intermittent biological)
7
regeneration) . . . . . .
l0
(vi Stabill;a;lon L.agnon; -
5
VaGeum tiller, Ce<1Lr;ru9c or filter Pres:
(vii}
Clarifier, (Including slud,lc all, lift;). . . .
5
(b)
lit trogenous Stege
Lagoons . . . .. - . . . . , . . . -
Z
(1) Aeration - litgh Purfl)• Oxygen Systrm. . . . .
20
Diffused Air Systems.. . . .
10
10
Mechanical Air System (fixed, floating, or rotor -18
LandfI11ad {burial} . . . . . . . . . . . . . . .
5
(9)
5ap4r4te Sludge Reaeration. . . . . - . .
3
(11) Trickling Filter - High Rate . . . - - . . .
7
I
Standard Rate . . . . . .
5
7
Packed Tower, -
5
3
.(iii)
Rotating Biological Contactors (biodisc) . -
10
S
(IV) Sand Filter (intermittent biological). . .,.
2
S
(v) Clarifier (including sludge air lifts) . . .
5
(b)
TERTIARY
OR AOYANCED TREATMENT UNITS
UNITS
(a)
Activated Carbon Beds - Without Carbon regeneration
5
With Carbon regeneration.
is
2
(b)
Powdered or Granular Activated Carbon Feed - Without
(sludge handling facilities for water purification
Carbon regeneration -
5
With Carbon regeneration-
15
(c)
Pornonia Stripping . . . . . . . . . . . . . . . .
1fl
(d)
Chtmical Additions - - . . . . . . . . .
5
4
(c)
DenitrificaLion Process {separate process). . . .
10
(f)
E:ectrodielysis . . . . . . . . . . . . . . . ,
5
(g)
Foam Separation . . . . . . . . . . . . . . . . .
5
(h)
tan Exchange- - - -
5
-2-
-7-
I
ITEM
P0I8T5
(i)
Land Applic•lLion (;:r, dcfinitinn 40. 23111
5
(not nppl ic.iirlt: fur 3'anci i I Lics under 10 (al
{j)
Fslcroscrcens . . . - . .. . . . . . ..
5
(I:)
Phosphorus Removal . . - . . . . . . . . . .
20
(1)
Polishing Ponds- Without aeration - . . . . . -
2
With aeration . - . . . . . - . .
5
(m)
PosL Acra001L - Cascade . . . . . . . . . - .
U
Diffused or Mechanical - . . -
5
(n)
Fre-Package unit for Rerm-•al of 011 and Grease -
30
(o)
Reverse Osmsis . . . - . . . . . ..
5
(p)
Sand or Hired -Media Filters-- Lox Rate . . . . ..
2
High Pate
S
(7)
SLUDGE
TREATMENT
(a)
Sludge digestion Tank -- Heated . . . , . . . . . -
1O
Aerobic
5
Unheated . . .
2
(b)
Sludge Stabilization (chemical or thermal) . . . .
110
(c)
Sludge Drying tied% . . . . . . . . . . . . . . . .
2
{I)
Sludge CIuLrIaLIoil . . - . .
5
e)
f{
Sludge Conditioner (chemical ar� the . . . .
5
f)
Sludge Thickener . . .
2
q)
Sludge Gas Utilization (including gas storage).
2
Ir)
SItJdge wial ipq rant. -- Aur•atcd . . . , . .-
5
lion -aerated . . . . .
2
(1)
Sludge Incinerator (not lnetudin9 'Irtiv,lLed a.arbon
regeneration) . . . . . .
l0
(j)
VaGeum tiller, Ce<1Lr;ru9c or filter Pres:
10
(a)
SLUDGE DISPOSAL (including Incinerated ash)
(a)
Lagoons . . . .. - . . . . , . . . -
Z
(Is)
Land App II Catton (;vrfaee and subsurface) ('en. dcr.
23,J) . . . . . . . . . . . . .
10
(c)
LandfI11ad {burial} . . . . . . . . . . . . . . .
5
(9)
DISINFECTION
(a)
-
I
b)
I . . . . . . . . . . . . . . . . . . .
ntcrnrdlaLc
nt
7
(c)
Pos t . . . . . . . . . . . . . . . . . .
3
(d)
Dechiorination. . . . . . . . . . . . . . . . . .
S
(e)
Chlorine or Ozone Generation . . . . . . . . .-
S
(f)
Radiation - . . . . . . - . . . . . . . . . .
3
(10)
MISCELLANEOUS
UNITS
(a)
Holding Ponds or Holding Tanks for Inorganic, Yon -toxic
Materials with no Discharge to the Surface Waters
2
(sludge handling facilities for water purification
plants, sand, gravel, crushed stone and other %imlIar
operations --see definition No. 10)
(b)
holding Ponds or holding Tanks for Organic or Toxic
Materials with no Discharge to the surface waters
4
(Any pump, valve, or other mechanfcal control subject
to failure creating a potential for bypass or discharge
from the holding ponds or tanks will necessitate a
minimum classification of Class l requiring a certified
operator).
-7-
I