WQ0005790_Final Permit_20030312

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Honorable Horace Collier, Mayor
Town of Oak Island
4601 E. Oak Island Drive
Oak Island, North Carolina 28465-7608
Dear Mayor Collier:
Alan W. Klimek, P.E. Director
Division of Water quality
March 12, 2003
SUBJECT: Town of Oak Island
Modified Permit No. WQ0005790
Wastewater Treatment with Spray Irrigation
& High Rate Infiltration Disposal System
Project No. E-SRG-T-99-0044
Brunswick County
In accordance with your application received December 23, 2002, we are forwarding
herewith modified Permit No. WQ0005790 dated March 12, 2003, to the Town of Oak Island for
the continued operation of the subject wastewater treatment with spray irrigation and high rate
infiltration disposal system.
The primary purpose of this permit modification is to increase the maximum application
rate for the North Field spray irrigation site, zones 1, 2, & 3; see Condition II. 4. of this modified
permit. The Town of Oak Island performed groundwater monitoring and analysis to demonstrate
that the North Field site can adequately handle the increase in hydraulic loading rate from
2"/week to 3"/week, and this demonstration was accepted by the Division of Water Quality.
This permit shall be effective from the date of issuance until March 11, 2008, shall void
Permit No. WQ0005790 issued May 23, 2001, 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 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 North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N. C. 27699-6714. Unless such demands are made, this permit shall
be final and binding.
_iA
k{f b `Y 71
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 8C0 623-7748

-2-
One (1) set of final approved plans and specifications is to be forwarded to you, one (1) set is
being forwarded to your Engineer (A/E), one (1) set retained for the Washington Regional Office,
one (1) set retained for the Construction Inspection Unit, and one (1) set retained for the Design
Management Unit.
A copy of the approved plans and specifications shall be maintained on file by the owner for
the life of the project.
If there are any questions concerning this matter, please contact Mr. Cecil G. Madden, Jr.,
P.E. at [phone].
Sincerely,
Ian W. Klimek, P
Attachment
kp:nw
cc: Jerry A. Walters, Town Manager
George FinchBoney and Associates (Attn: G. Robert Graham, P.E.)
Brunswick County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
ter Quality Section, Non -Discharge Permit Unit
Groundwater Section, Permits & Compliance Unit
Dan Blaisdell, P.E.
Don Evans
Cecil G. Madden, Jr., P.E.
Ken Pohlig, P.E.
Amy Simes, P.E.
SRG

-NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION/ HIGH RATE INFILTRATION 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
Town of Oak Island
Brunswick County
FOR THE
continued operation of a 400,000 GPD wastewater treatment facility which consists of a dual -train
extended aeration plant with influent bar screen, aerated surge tank with dual pumps, dual aeration
basins with coarse -bubble fixed diffusers, aerobic digester and sludge holding tank, dual 28-foot
diameter by 12 foot SWD circular clarifiers, a 4-cell tertiary filter; effluent chlorine disinfection
system, on -site standby generator, a dosing pump station, with a total disposal capacity of 281,250
GPD partitioned in the following manner:
(a) a 69,900 square foot rapid rate infiltration bed to provide 180,000 GPD disposal capacity of
tertiary -treated effluent, and
(b) 11.0 acres of spray irrigation facilities to provide 101,250 GPD disposal capacity of tertiary -
treated effluent meeting reclaimed water quality standards. The reclaimed water spray
irrigation facilities consist of alined 3.4 MG effluent storage and an unlined 1.5 MG (5 day)
capacity "upset" detention pond, dual 600 GPM submersible irrigation pumps, continuous in -
line effluent turbidity meter, an emergency bypass system for diversion of non -reuse quality
effluent to the 5-day detention pond in the event of a plant upset, approximately 2600 linear
feet of 8-inch force main to the 6.3 acre spray irrigation area (zones 1, 2, & 3) north of the

existing plant consisting of 59 sprinklers, a 4.7 acre spray irrigation area (zones 4, 4A, 5, &
5A) at the existing plant area consisting of 40 sprinklers, and a 100 KW portable generator to
provide emergency standby power for irrigation;
to serve the Town of Oak Island with no discharge of wastes to the surface waters pursuant to the
application received December 23, 2002 and in conformity with the project plans, specifications,
and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until March 11, 2008, shall void
Permit No. WQ0005790 issued May 23, 2001, and shall be subject to the following specified
conditions and limitations:
I. PERFORMANCE STANDARDS
1. The spray irrigation facilities shall be effectively maintained and operated at all times
so that there is no discharge to the surface waters, nor any contamination of
groundwaters, which will render there unsatisfactory for normal use. In the event that
the facilities fail to perform satisfactorily, including the creation of nuisance conditions
or failure of the irrigation area to adequately assimilate the wastewater, the Permittee
shall take immediate corrective actions including those actions that may be required by
the Division of Water Quality (Division), such as the construction of additional or
replacement treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to groundwater or surface water resulting from the operation of this facility.
3. The residuals 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 Water Quality.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
5. Adequate measures shall be taken to direct stormwater from the high rate infiltration
area and to prevent wastewater run-off.
6. The following buffers shall be maintained:
a) 500 feet between high rate infiltration unit and any public surface water supply
or public shallow potable water well,
2

b) 100 feet between high rate infiltration unit and any "SA" classified surface
waters,
c) 50 feet between high rate infiltration unit and any other surface waters,
d) 100 feet between high rate infiltration unit and property lines,
e) 50 feet between treatment units and property lines,
f) 50 feet between high rate infiltration unit and other treatment units and public
right of ways, and
g) 200 feet between high rate infiltration unit and any groundwater drainage
system,
h) 100 feet between the edge of spray irrigation wetted area and any "SA" surface
waters,
i) 100 feet between the edge of spray irrigation wetted area and any potable water
supply well,
j) 10 feet between the edge of spray irrigation wetted area and any nonpotable
well.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), 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 WPCSOCC. The Permittee must also employ a certified
back-up operator of the appropriate type and grade to comply with the conditions of
15A NCAC 8G .0202_ The ORC of the facility must visit each Class I facility at least
weekly and each Class II, ITT, 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 15A NCAC 8G _0202. Once
the facility is classified, the Permittee must submit a letter to the WPCSOCC, which
designates the operator in responsible charge within thirty days after the wastewater
treatment facilities are 50% complete.
3. Loading of the high rate infiltration basin with treated effluent shall not exceed
180,000 GPD. The permittee shall periodically drain and clean the infiltration basin
and keep records of these maintenance activities. The Permittee may request an
increased loading limit in the future based on demonstrated improvements in
performance of the high rate infiltration system.
3

4. Disposal by spray irrigation shall be limited to 101,250 GPD. The following maximum
annual averaged application rates shall apply to the spray irrigation system:
Irrigation Site
Zone
Wetted Area
Maximum
Annual Averaged
Irrigation Rate
(inches/wk)
Maximum
Annual Averaged
Flow Rate
(gallons/day)
North
1, 2, 3
6.7 Ac.
3"
73,320
Plant
4, 4A
2.2
1"
8,533
Plant
5, 5A
2.5
2"
19,397
TOTALS:
11.0 Acres
101,250
Wastewater applied to spray fields shall not exceed the maximum instantaneous
irrigation loading rate of 0.4 inch/hour
5. A suitable year round vegetative cover over the spray irrigation fields shall be
maintained.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater outside of the high rate infiltration disposal
area and spray irrigation areas.
7. Spray irrigation shall not be performed during inclement weather or when the ground
is in a condition that will cause runoff.
8. No traffic or equipment shall be allowed on the disposal areas except while installation
occurs or while normal maintenance is being performed.
9. Minimum free board of 2 feet shall be maintained below the top of the containment
berms of the high rate infiltration basin, irrigation storage pond, and 5-day detention
pond.
10. The screenings removed from the wastewater treatment plant shall be properly
disposed in a sanitary landfill or by other means which have been approved by this
Division.
11. An automatically activated standby power source shall be on site and operational at all
times. If a generator is employed as an alternate power supply it shall be tested weekly
by interrupting the primary power source.
4

12. The flow measurement device shall be calibrated annually by the representative of
a firm which is routinely engaged in the calibration of flow measurement devices.
Records of this calibration, including all information pertinent to the calibration,
shall be available during any inspection by Division staff.
13. The application of chemicals to the infiltration bed is expressly prohibited unless
otherwise approved by the Wilmington Regional Office.
14. Diffusers shall be cleaned as needed to ensure that adequate aeration is provided.
Records of this maintenance shall be maintained by the permittee.
15. The rapid infiltration system shall be inspected daily. A records of all
maintenance shall be recorded in the daily operations log for the facility.
16. No type of wastewater other than that from the Town of Oak Island's sewer system
shall be sprayed onto the irrigation area.
17. Public access to the land application sites shall be controlled during active site use.
Such controls must include the posting of signs showing the activities being conducted
at each site.
18. Should the reclaimed water quality limit for fecal coliform (daily maximum
concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, all reclaimed -generated wastewater shall be handled in one of three ways,
until the levels have stabilized below these maximum levels. The Town of Oak Island
may further treat the wastewater to bring it into compliance with reclaimed water
standards without returning the water to the facility's headworks, may reroute it to the
headworks of the wastewater treatment facility for treatment to reuse standards, or may
discharge it in strict accordance with the this permit's conditions into the high rate
infiltration bed.
III. MONITORING AND REPORTING REQUIREMENTS
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. Adequate records shall be maintained by the Permittee tracking the amount of
wastewater disposed by spray irrigation. These records shall include, but are not
necessarily limited to, the following information:

a. date of irrigation,
b. volume of wastewater irrigated
C. field irrigated,
d. length of time field is irrigated,
C. continuous weekly, monthly, and year to date hydraulic (inches/acre) loadings
for each field,
f weather conditions, and
g. maintenance of cover crops.
3. As an indicator of proper operation and maintenance, the facility shall produce an
effluent in compliance with the following limitations for disposal to the high rate
infiltration bed:
Parameter
Flow
BOD5(5-day, 20°C)
NH3 as N
TSS
Fecal Coliform
Monthly Average a
180,000 GPD
10 mg/l
4 mg/l
20 mg/
14 per 100 mlb
Daily Maximum`
43 per 100 ml
As an indicator of proper operation and maintenance, the facility shall produce an
effluent in compliance with the following limitations for disposal to the spray
irrigation fields utilizing reclaimed water:
Parameter
Flow
BOD5 (5-day, 20°C)
NH3 as N
TSS
Fecal Coliform
Turbidity
Monthly Average'
101,250 GPD
10 mg/l
4 mg/l
5 mg/1
14 per 100 ml b
Daily Maximum
15 mg/1'
6 mg/l
10 mg/l
25 per 100 ml
10 NTU
Monthly averages for all but fecal coliform shall be the arithmetic mean of all
samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples
collected during the reporting period.
Daily maximum shall be the maximum value of all samples collected during
the reporting period.
6

The effluent from the subject facilities shall be monitored by the Permittee at the point
prior to discharge to the infiltration basin or irrigation storage lagoon for the following
parameters:
Parameter
Flow
Turbidity
Residual Chlorine
Settleable Matter
BOD5 (5-day, 20°C)
TSS
Fecal Coliform
NH3 as N
NO3
TKN
TDS
TOC
Chloride
Sampling Point
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
Sampling Frequency
As Used
Continuous
Daily
Daily
*2/Month
*2/Month
*2/Month
*2/Month
*2/Month
*2/Month
* *Tri annually
**Triannually
**Triannually
Type of Sample
Recording
Recording
Grab
Grab
Composite
Composite
Grab
Composite
Composite
Composite
Grab
Grab
Grab
The effluent pH shall not be less than 6.9 standard units nor greater than 9.0 standard units.
* 2/Month sampling frequency only during the months of April through October.
During the remainder of the year, these parameters shall be monitored monthly.
** Triannual sampling shall be conducted during February, June and October.
If groundwater sampling indicates or predicts problems with compliance with of the
Groundwater Standards, this permit will be modified to include additional and/or more
restrictive Iimitations.
4. Three (3) copies of all operation and disposal records (as specified in condition III 2)
on Form NDAR-I and three (3) copies of all effluent monitoring data (as specified in
condition 111 3) on Form NDMR-1 shall be submitted on or before the last day of
March, July and November. All information shall be submitted to the following
address:
7

NC Division of Water Quality
Water Quality Section
Non -Discharge CompIiance/Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
5. A record shall be maintained of all residuals removed from this facility. The
record shall include the name of the hauler, the permit authorizing the disposal or
a letter from a municipality agreeing to accept the residuals, the date the residuals
were hauled and the volume of residuals removed.
6. A maintenance log shall be maintained at this facility including, but not limited to,
the following items:
a. Daily sampling results including residual chlorine, settleable matter, and
dissolved oxygen in the aeration basin and at the clarifier weir;
b. Visual observations of the plant and plant site;
C. Record of preventative maintenance (changing of filters, adjusting belt
tensions, alarm testing, diffuser inspections and cleanings, etc.);
d. Date of calibration of flow measurement device; and
e. Date and results of power interruption testing on alternate power supply.
7. 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:
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 sludge digester,
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 reader
the facility incapable of adequate wastewater treatment such as mechanical
or electrical failures of pumps, aerators, compressors, etc.

Any failure of a pumping station, sewer line, 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 of 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 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
Well Construction Criteria:
1. Within sixty (60) days of permit issuance, one new monitoring well (to be named
MW-7), shall be installed to monitor groundwater level at the North Field spray
site (zone 1, 2, & 3). The well 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. The monitoring well shall be a flush -mounted well with
surrounding concrete pad, constructed in accordance with this permit and
approved by the Wilmington Regional Office.
2. The well must be constructed by either a North Carolina Certified Well
Contractor, the property owner, or the property lessee according to General
Statutes 87-98.4(b)(2). if the construction is not performed by a certified well
contractor, the property owner or lessee must physically perform the actual well
construction activities, and the well(s) must be constructed according to the North
Carolina Well Construction Standards (15A NCAC 2C .0108) and the local
county rules.
3. The Wilmington Regional Office, telephone number [phone], shall be
notified at least forty-eight (48) hours prior to the construction of any 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.
9

4_ Within thirty (30) days of completion of all well construction activities, a
certification must be received from a professional engineer or a licensed geologist
certifying that the monitoring well(s) is located according to this permit.
Sampling Criteria:
5. Monitoring wells MW-2 and MW-5 shall be sampled every February, June and
October for the following parameters:
Water Level* pH
Chloride Total Dissolved Solids (TDS)
Fecal Coliforms Total Organic Carbon (TOC)
Nitrate (NO3) Total Ammonia
Volatile Organic Carbon (VOC) analysis - Only in October
*The measurement of water Ievels 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 he surveyed relative to a common datum.
For Total Organic Carbon (TOC), if concentrations greater than 10 mg/1 are
detected in any down -gradient monitoring well, additional sampling and analysis
must be conducted to identify the individual constituents comprising this TOC
concentration. If the TOC concentration as measured in the background monitor
well exceeds 10 mg/l, this concentration will be taken to represent the naturally
occurring TOC concentration. Any exceedance of this naturally occurring TOC
concentration in the down -gradient wells shall be subject to the additional
sampling and analysis as described above.
For Volatile Organic Compounds (VOCs) sampled in October, use only one of the
following methods:
a. Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug[L
or less
b. Standard Method 6210, PQL at 0.5 ug/L or less
C. EPA Method 8 02 1, Low Concentration, PQL at 0.5 ug/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
C. Another method with prior approval by the Groundwater Section Chief.
1101

Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIR of Standard Method 6230D. Any method used
must provide a PQL of 0.5 ug/L or less, which must be supported by laboratory
proficiency studies as required by the DWQ Laboratory Certification Unit. Any
constituents detected above the Method Detection Limit (MDL) but below the
PQL of 0.5 ug/L must be qualified (estimated) and reported.
Any laboratory selected to analyze parameters must be Division of Water Quality
(DWQ) certified for those parameters required.
6. Monitoring wells MW-6 and MW-7 shall be sampled daily for the following
parameter:
Water Level
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 the monitoring well shall be
surveyed to provide the relative elevation of the measuring point for each
monitoring well.
This water level data should be compiled, along with daily rainfall data and daily
irrigation, into an annual report to be submitted to the Division of Water
Quality/Groundwater Section at the end of each calendar year.
Reporting / Documentation:
7. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the
following address:
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
GW-1 is the Well Construction Form. GW-30 is the Well Abandonment Form.
GW-59 is the Well Compliance Monitoring Form. Updated blank forms (GW-1,
GW-30, GW-59) maybe downloaded from the Groundwater Section's website at
http://gw.chnr.state.nc,us/ or requested from the address mentioned above.
11

8. For the initial sampling of the well(s), the permittee shall submit a copy of the
GW-1 Form (Well Construction Record) with the Compliance Monitoring Form
(GW-59) for each well to the address listed in the "Reporting / Documentation"
section of the Groundwater Requirements. Initial Compliance Monitoring Forms
that do not include copies of the GW-1 form may 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 143-215.6A.
9. The results of the sampling and analysis must be received on Form GW-59
(Groundwater Quality Monitoring: Compliance Report Form) by the Groundwater
,Section (address listed in the "Reporting / Documentation" section of the
Groundwater Requirements), on or before the last working day of the month
following the sampling month. The data of all groundwater sampling analyses
required by the permit conditions must be reported using the most recent GW-59
form along with attached copies of the laboratory analyses.
10. Within sixty (60) days of completion of monitoring well MW-T, the permittee
shall submit two original copies of a scaled site map (scale no greater than
1 "=1001; however, special provisions may be granted upon prior approval for
large properties. The map(s) must include the following information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
C. The location of property boundaries within 500 feet of the disposal area(s).
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (which shall be known as the
"measuring point") relative to a common datum.
f. The depth of water below the measuring point at the time the measuring
point is established.
g. The location of Review and Compliance boundaries.
h. The date the map is prepared and/or revised.
Control monuments 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. Maps and any supporting documentation shall be sent to
the Groundwater Section as addressed in the "Reporting / Documentation" above.
12

The permittee is responsible for the geographic accuracy of any map submitted,
however produced.
Applicable Boundaries:
11. In accordance with 15A NCAC 211.0219(k)(1)(C)(1)(M), the Compliance
Boundary and Review Boundary for disposal systems using reclaimed domestic or
municipal water are both established at the property boundary. An exceedance of
Groundwater Quality Standards at or beyond the Compliance/Review Boundaries
is subject to immediate remediation action in accordance with 15A NCAC
2L,0108, in addition to the penalty provisions applicable under General Statute
143-215.6A(a)(1).
Additional Requirements:
12. Waste application activities shall not occur when the vertical separation between
depth of application and the water table is at less than one (1) foot. Verification of the
water table elevation can be confirmed by water level readings obtained from the
monitor well(s) near the site or auger boring(s), which must be done within 24 hours,
prior to application of wastewater. Any open borings must be properly filled with
native soil, prior to application to decrease the chance of any waste contaminating the
groundwater.
13. Any additional groundwater quality monitoring, as deemed necessary by the
Division, shall be provided.
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 (3)
years from the date of the inspection and shall be made available upon request to
the Division of 'Water Quality or other permitting authority_
13

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 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
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 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 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_ Failure to abide by the conditions and limitations contained in the permit may
subject the Permittee to an enforcement action by the Division in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
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.
6. A set of approved plans and specifications for the subject project must be retained
by the Permittee for the life of the project.
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 15 NCAC 2H .0205(e)(4).
14

8. The Perrnittee, 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 under such conditions and Iimitations as it may
deem appropriate.
Modified permit issued this the 12th day of March 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l
Ian W. Klim , P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. WQ0005790
15

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