WQ0005173_Final Permit_20001106

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
November 6, 2000
DAISY SPELL, VICE PRESIDENT
CAPE ROYALL DOLPHIN ASSOCIATION, INC.
8810 EMERALD DRIVE
EMERALD ISLE, NC 28594
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0005173
Cape Royall Dolphin Association, Inc.
Cape Royall Subdivision
Wastewater Rotary Distributor
Facilities
Carteret County
Dear Ms. Spell:
In accordance with your application for renewal received August 8, 2000, we are forwarding herewith
Permit No. WQ0005173, dated November 6, 2000, to Cape Royal] Dolphin Association, Inc. for the continued
operation of the subject wastewater rotary distributor facilities.
This permit shall be effective from the date of issuance until October 31, 2005, shall void Permit No.
WQ0005173 issued March 29, 1996, 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.
The following conditions are also of particular interest:
♦ Condition IV 1: This condition establishes new identification numbers for the two original
monitoring wells for sampling reports. DS-1 shall be identified as MW-I. US-1 shall be
identified as MW-3.
♦ Condition IV 2: In this condition, Total Coliform has been added as a parameter for groundwater
sampling.
♦ Condition IV 3: This condition calls for the proper abandonment of existing monitoring well
MW-2.
♦ Condition IV 4: This condition requires the Permittee to construct a new monitor well within 90
days of the issuance of this permit.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are trade this permit shall be final and binding.
If you need additional information concerning this matter, please Contact Ms. Sharnay Torrance at
[phone] extension 370.
J1IlG Cl ,
Kerr T. Stevens
cc: Carteret County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
Debra Watts, Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
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
Cape Royall Dolphin Association, Inc.
Carteret County
FOR THE
continued operation of a 50,000 GPD wastewater rotary distributor facility consisting of a bar screen; a 10,000
gallon aerated flow equalization tank with dual submersible 35 GPM pumps, high water alarms, and dual 100
CFM blowers; a flow splitter box; dual 25,000 gallon aeration tanks; dual 2,500 gallon aerated sludge holding
tanks; dual 4,765 gallon clarifiers; dual 270 CFM blowers; dual tertiary filters each with an area of 18 square
feet; a 2,700 gallon clear well; a 2,890 gallon mud well; dual 270 GPM back wash pumps; dual 18 GPM back
wash return pumps; a 1,380 gallon chlorine contact tank; dual tablet type chlorinators; an 8,500 gallon dosing
tank with dual 85 GPM dosing pumps and high water alarms; two rotary distributors each with a diameter of 80
feet; a 30 kW auxiliary power generator to serve the treatment plant and a 10 kW portable auxiliary power
generator to serve the pump stations; and all the associated piping. valves, and appurtenances to serve Cape
Emerald Subdivision, with no discharge of wastes to the surface waters, pursuant to the application received
August 8, 2000, and in conformity with the project plan, specifications, and other supporting data subsequently
fled 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 October 31, 2005, shall void Permit No.
WQ0005173 issued March 29, 1996, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, 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 wastewater treatment or disposal facilities.
2. 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. The
ponding of wastewater on the surface of the distribution field when the dosing cycle commences
shall be considered as evidence of failure of the soils to adequately assimilate the wastewater.
Additionally, such failure shall be interpreted as a violation of this permit condition.

The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
4. Adequate measures shall be taken to divert stormwater from the high rate infiltration area and to
prevent wastewater runoff.
Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
6. 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.
7. The following buffers shall be maintained:
a) 400 feet between high rate infiltration unit and any habitable residence or place of public
assembly under separate ownership or which is to be sold,
b) 200 feet between high rate infiltration unit and any private or public water supply source and
any streams classified as WS or B,
c) 200 feet from mean high water between high rate infiltration unit and any "SA" or "SB"
classified surface waters,
d) 200 feet from normal high water between high rate infiltration unit and any other stream,
canal, marsh, or coastal waters,
e) 200 feet from normal high water between high rate infiltration unit and any Class I or Class
II impounded reservoir used as a source of drinking water,
f) 200 feet between high rate infiltration unit and any other lake or impoundment,
g) 200 feet between high rate infiltration unit and any Drainage systems (ditches, drains, surface
water diversions, etc.) and from any groundwater lowering and surface drainage ditches,
h) 100 feet between high rate infiltration unit and property lines,
i) 50 feet between treatment units and property lines, and
j) 50 feet between high rate infiltration unit and other treatment units and public right of ways.
Some of the buffers specified above may not have been included in previous permits for this
waste treatment and disposal system. These buffers are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These buffers do, however, apply to modifications of the treatment and
disposal facilities which are for the purpose of increasing the flow that is tributary to the facility.
These buffers do apply to any expansion or modification of the high rate infiltration areas and
apply in instances in which the sale of property would cause any of the buffers now complied
with, for the treatment and disposal facilities, to be violated. The applicant is advised that any
modifications to the existing facilities will require a permit modification.
A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without
exceeding the loading rates of the green area. A "green area", as defined in 15A NCAC 2H
.0404 (g)(7), is an area suitable for waste disposal, either in its natural state or which has been
modified by planting a vegetative cover of grasses or low growing shrubbery.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2

2. Upon classification of the facility by the Water Pollution Control System Operator Certification
Commission (WPCSOCC), the Pennittee shall employ a certified wastewater treatment plant
operator to be in responsible charge (ORC) of the wastewater treatment facilities. The operator
gust 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 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 15A NCAC 8A .0202. The daily visits by
the ORC shall be executed on each Monday, Wednesday, Friday, Saturday, and Sunday,
including holidays, during the months of April through October.
The application rates for the high rate infiltration system shall not exceed 5.0 GPD/square foot.
4. 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, which result
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. The rotary distribution fields shall be raked twice weekly during the months April through
October and once a week during the months of November through March.
7. 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.
Vegetative growth must be kept out of the rotary distribution areas at all times. All vegetation
must be removed manually so that minimal disturbance will occur to the disposal area.
9. The application of chemicals to the distribution field(s) is expressly prohibited.
10. 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.
11. The flow measurement device shall be calibrated annually by a 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.
12. Diffusers shall be cleaned as needed to ensure that adequate aeration is provided. Records of this
maintenance shall be maintained by the permittee.
13, The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the
plans and specifications approved by the Division.
11I. MONITORING AND REPORTING REQUIREMENTS
I. Any monitoring deemed necessary by the Division to insure surface and ground water protection
will be established and an acceptable sampling reporting schedule shall be followed.

2. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter Monthly Avera ea_ Daily_ Maximumc
Flow 50,000 gallons
BOD5 (5-day, 20°C) 10 mg/l
NH3 as N 4 mg/l
TSS 20 mg/I
Fecal Coliform 14 per 100 mlb 43 per 100 ml
a 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.
c Daily maximum shall be the maximum value of all samples collected during the reporting
period.
The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to
discharge to the rotary distributor for the following parameters:
Parameter
SaWling Point
Sampling Frequency
Type of Sam le
Flow
Influent or Effluent
Continuous
Recording
BOD5 (5-day, 20°C)
Effluent
2/Month
Composite
NI-13 as N
Effluent
*2/Month
Composite
TSS
Effluent
*2/Month
Composite
Fecal Coliform
Effluent of first pond
*2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
Residual Chlorine
Effluent
Daily
Grab
NO3
Effluent
Triannually
Grab
TDS
Effluent
Triannually
Grab
TOC
Effluent
TriannualIy
Grab
Chloride
Effluent
W*Triannually
Grab
The effluent pH shall not be Iess than 6.0 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.
** Triannually sampling shall be conducted during March, July, and November.
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
limitations.
4. Three (3) copies of all effluent monitoring data (as specified in condition lII 2) on Form
NDMR-1 shall be submitted on or before the last day of April, August, and December. All
information shall be submitted to the following address:
4

NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
. 1617 Mail Service Center
Raleigh, North Carolina 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;
e. Date and results of power interruption testing on alternate power supply; and
f. Dates fields were raked and arms inspected.
Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number
[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 renders 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; or
d. Any time that self -monitoring information indicates that the facility is not in 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 REOUIREMENTS
For the purposes of reporting monitoring results, the two original monitor wells retained for
sampling will be identified as follows:
DS-I will be MW-1
US-1 will be MW-3

2. Existing Monitor Wells MW-1 and MW-3 shall be sampled every March and November for the
following parameters:
Water Level pH
Chloride Total Dissolved Solids (TDS)
Total Coliforms Total Organic Compounds (TOC)
Volatile Organic Compounds - In November only using one of the following:
(A) Standard Method 6230D, PQL at 0.5 ug/L or less
(B) Standard Method 6210D, PQL at 0.5 ug/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
(E) Another method with prior approval by the Groundwater Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents Iisted in Table
VM of Standard Method 6230D.
(3) The method used must provided a PQL at 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 MDL but below the PQL
at 0.5 ug/L must be qualified (estimated) and reported.
If any volatile organic compounds are detected by the methods listed, then the Wilmington
Regional Office Groundwater Supervisor, telephone number [phone], must be contacted
immediately for further instructions regarding any additional follow-up analyses required. The
results of all initial and follow-up analyses must be submitted simultaneously.
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.
If TOC concentrations greater than 10 mg/l are detected in any downgradient 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 exceedances of this naturally occurring TOC concentration
in the downgradiemt wells shall be subject to the additional sampling and analysis as described
above.
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, 1636 Mail Service Center, Raleigh, N.C. 27626-0578 on or before the last working day of
the month following the sampling month.
Existing Monitor Well MW-2 shall be abandoned in accordance with the methods and
procedures outlined in 15A NCAC 2C .0113.
4. Within 90 days of permit issuance, a new monitor well, shall be installed to monitor groundwater
quality. 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. This new well shall be
identified as MW-4. The general location and name for each well is marked on Figure 2. Each
monitoring well shall be located at the review boundary, constructed in accordance with this
permit, and approved by the Wilmington Regional Office.
0

5. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
6. The monitor wells must have identification plates and locks securing the wells against
unauthorized access and use in accordance with 15A NCAC 2C .0108.
7. 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.
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-I forms to the Permits and
Compliance Unit, Groundwater Section, 1636 Mail Service Center, Raleigh, NC, 27626-0578.
9. 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 I":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 Iocation 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 Iongitude 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 I
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.
10. The maps and any supporting documentation shall be sent to the Groundwater Section, N.C.
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27626-0578.

11. Monitor well MW-4 shall be sampled initially after construction and thereafter every March and
November for the following parameters:
Water Level pH
Chloride Total Dissolved Solids (TDS)
Total Coliforms Total Organic Compounds (TOC)
Volatile Organic Compounds - In November only using one of the following:
(A) Standard Method 6230D, PQL at 0.5 ug/L or less
(B) Standard Method 6210D, PQL at 0.5 ug/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
(E) Another method with prior approval by the Groundwater Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum include all the constituents listed in Table
VIH of Standard Method 6230D.
(3) The method used must provide a PQL at 0.5 ug/L or less which trust be supported
by laboratory proficiency studies as required by the DWQ Laboratory Certification
Unit. Any constituents detected above the MDL but below the PQL at 0.5 ug/L
must be qualified (estimated) and reported.
If any volatile organic compounds are detected by the methods listed, then the Wilmington
Regional Office Groundwater Supervisor, telephone number [phone], must be contacted
immediately for further instructions regarding any additional follow-up analyses required. The
results of all initial and follow-up analyses must be submitted simultaneously.
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.
If TOC concentrations greater than 10 mg/l are detected in any downgradient 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 exceedances of this naturally occurring TOC concentration
in the downgradient wells shall be subject to the additional sampling and analysis as described
above.
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, 1636 Mail Service Center, Raleigh, N.C. 27626-0578 on or before the Iast working day of
the month following the sampling month.
12. 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 (GW-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.
13. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system constructed prior to December 31, 1983 is established at either (1) 500 feet from
the waste disposal area, or (2) at 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 rernediation 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 rernediation action on the
part of the permittee.
14. 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 Pernttee 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 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 or other
permitting authority, upon request.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation
of credentials, enter and inspect any property, premises or place on or related to the disposal site
or facility at any reasonable time for the purpose of determining compliance with this permit,
may 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.
VI. GENERAL CONDITIONS
L This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
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. The subject wastewater treatment and disposal facilities shall be connected to an operational
publicly owned wastewater collection system within 180 days of its availability to the subject
facilities, if the subject wastewater treatment or disposal facilities are in noncompliance with the
terms and conditions of this non -discharge permit or the governing statutes or regulations. Prior
to the initiation of these connection activities, appropriate approval must be received from this
Division.

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 15A 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 in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
7. 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.
8. A set of approved plans and specifications for the subject project must be retained by the
Perntittee for the life of this project.
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.
Permit issued this theAth day of November, 2000
NORTH OLINA ENV TAL MANAGEMENT COMMISSION
1 7 1
Xerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0005173
10

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SCALE TN FEET
0 2,000 4,000 39
' _ FIGURE 1
CAPE ROYALL DOLPHIN ASSOCIATION
' - - ROTARY DISTRIBUTOR TREATMENT SYSTEM
ti z ,
-25 - - - - - - - - _ - - .. - .- - - - _ r CART FRET COUNTY
- WQO005173/GWOO166
=:' = SITE LOCATION MAP

:7
A`I TACUMENT A
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0-
5 r"71� 1'
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CAPE EMERALD WASTEWATER PLANT
PER UT NU. WQ0005173 Y
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0 !Do loo(f
ig-MoNrrva,46 N�Eci- LoctSTiaN
FIGURE 2
CAPE ROYALL DOLPHIN ASSOCIATION
ROTARY DISTRIBUTOR TREATMENT SYSTEM "
CARTERET COUNTY
WQ0005173/GW00166
�,ir; nr.J'Arl" MAP