WQ0007569_Final Permit_20050419

F WATE
Michael F. Easley, Governor
r� William G. Ross Jr., Secretary
> North Carolina department of Environment and Natural Resources
p �
Alan W. Klimek. P.E., Director
Division of Water Quality
May 19, 2005
CART. DANIEL— VICE PRESIDENT
CAROLINA WATER SERVICE, INC. OF NORTH CAROLINA
POST OFFICE Box 240908
CHARLOTTE, NORTH CAROLINA 28224
Subject: Permit No. WQ0007569
Carolina Water Service, Inc. of North Carolina
Brandywine Bay
Wastewater Treatment and Reclaimed Water
Utilization System
Carteret County
Dear Mr. Daniel:
In accordance with your permit modification request received April 7, 2005, we are forwarding herewith
Permit Number. WQ0007569, slated May 19, 2005, to Carolina Water Service, Inc. of North Carolina for the
construction and continued operation of the subject wastewater treatment and reclaimed water utilization system.
This permit shall be effective from the date of issuance until July 31, 2008, shall void Permit No.
WQ0007569 issued August 22, 2003, and shall be subject to the conditions and limitations as specified therein.
1 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, 6714 Mail Service Center, Raleigh, NC 27699-
6714. 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 need additional information
concerning this matter, please contact Michelle McKay at [phone].
Sincerel ,
-flan W. Klimek, P.E.
cc: Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
Aquifer Protection Section Central Files
PAU-Filpq
NorthCarolina
Nal"ally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 2729 Capital Boulevard Raleigh, NC 27604 FAX [phone]
An Equal Opportunity:M irmalive Action Employer — 50%% Recycled110°/v Post Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION 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
Carolina Water Service, Inc, of Forth Carolina
Carteret County
FOR THE
construction and continued operation of a 350,000 gallon per day (GPD) wastewater treatment (with a 200,000
GPD expansion to the existing 150,000 GPD treatment facilities) and spray irrigation system consisting of:
the reconfiguration of a 150,000 GPD treatment facility and the: addition of a refurbished facility to include; an
influent pump station with dual submersible pumps, two (2) flow equalization basins totaling 127,000 gallons
(one 71,000 gallon and one 56,000 gallon), dual 365 GPM pumps, a manually cleaned bar screen, a flow splitter
box, two (2) aeration basins (one 90,000 gallon and one 100,000 gallon), dual 480 cubic feet per minute (CFM)
blowers, three (3) clarifiers (15,000 gallons each), one (1) 46,000 gallon aerated sludge holding tank with a 480
CFM blower, one (1) new 281 ft' traveling bridge tertiary filter, an automatically activated stand-by generator
capable of powering all essential units, ultraviolet disinfection, a continuous recording flow meter, a continuous
monitoring turbidity meter and a telemetry system, and a 1.25 million gallon 5-day upset pond, and;
the operation of an existing 350,000 GPD spray irrigation facility consisting of a 3.35 acre effluent
infiltration/storage pond, a 4.01 acre effluent inliltratiordstorage pond, and approximately 85 acres of spray
irrigation area; to serve Brandywine Bay with no discharge of wastes to the surface waters, pursuant to the
application received April 7, 2005 by the Division, and in conformity with the project plan, 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 July 31, 2008, shall void Permit No.
WQ0007569 issued August 22, 2003, 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. If
this project is to be com leted in phases and partially certifiedyou shall retain the res onsibilit to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. Mail the Certification to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.

2. The Wilmington Regional Office, telephone number [phone], 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
8A0 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
The reclaimed water utilization facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters, which will
render them 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 wastewater treatment and disposal facilities.
4. 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.
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.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. The following buffers shall be maintained:
a. 100 feet between wetted areas and water supply wells,
b. 100 feet between wetted areas and waters classified as SA,
c. 25 feet between wetted areas and surface waters not classified as SA,
d. 100 feet between wastewater treatment units and wells,
e. 50 feet between reclaimed water storage/irrigation ponds and property lines, and
f. 50 feet between wastewater treatment units and property lines.
8. Public access to the irrigation sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site. A sign shall be
posted in plain sight in the clubhouse showing these activities.
9. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems to be retrofitted shall be taped or otherwise
identified as noted above. This identification need to extend the entire length of the
distribution system but shall be incorporated within 10 feet of crossing any potable water
supply line or sanitary sewer line.

c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable, year-round vegetative cover shall be maintained on the irrigation areas.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to. prevent wastewater runoff from the irrigation field.
6. 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.
The application rate shall not exceed the following annual loading rates over any twelve (12) month
period at an instantaneous loading rate that does not exceed the following:
Application Field
Instantaneous Loading Rate
(inches/hour)
Annual Loading Rate
(inches/year)
Fairway #1
0.1
52
Fairway #2
0.1
52
Fairway #3
0.1
52
Fairwa #4
0.1
52
Fairway #5
0A
52
Fairway #6
0.1
52
Fairway #7
0.1
52
Fairway #8
0.1
52
Fairway #9
0.2
78
Fairway #10
0.1
52
Fairway #11
0.1
52
Fairway #12
0.1
52
Fairway #13
0.2
78
Fairway #14
0.2
78
Fairway #15
0.1
52
Fair -way 416
0.2
78
Fairway #17
0.2
78
Fairway #18
0.2
79

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.
9. No type of wastewater other than that from Brandywine Bay shall be irrigated onto the irrigation area.
10. Freeboard in the storage lagoon shall not be less than one (1) foot at any time.
11. A waste -level gauge, to monitor waste levels in -the storage lagoon, shall be installed within 60 days
of issuance of this permit. This gauge shall have readily visible permanent markings indicating the
maximum liquid level at the top of the temporary liquid storage volume, minimum liquid level at the
bottom of the temporary liquid storage volume, and top of the dam elevations. Caution must be taken
not to damage the integrity of the liner when installing the gauge.
12. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas,
and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow
on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or
otherwise controlled and accessible.
13. All wastewater shall be routed to the five-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the five-day holding pond shall be pumped
back to the treatment plant for retreatment or treated in the five-day pond prior to discharge to the
storage pond.
14. 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.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) 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. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. Records of flow measurement device calibration shall be
kept on file by the Permittee for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
4

3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter
Monthly Average'
Daily (Instantaneous)Maximum c
Flow
350,000 GPD
BOD5 (5-day, 20°C)
10 mg/l
15 mg/1
NH3 as N
4 mg/l
6 mg/l
TSS
5 mg/1
10 mg/I
Fecal Coliform
14 per 100 ml b
25 per 100 ml
Turbidity
10 NTU
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
iF
Monthly averages for all but fecal eoliform shall be the arithmetic mean of all samples collected
during the reporting period.
b
Monthly average for fecal eoliform 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 long-term pond for the following parameters:
Parameter.
SampIing Point
Sampting Frequency
Type of Sample
Flow
Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5 (5-day, 20°C)
Effluent
*2/Month
Composite
NH3 as N
-Effluent
2/Month
Composite
TSS
Effluent
2/Month
Composite
Fecal Coliform
Effluent
*2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
Residual Chlorine
Effluent
Daily
Grab
NO3
Effluent
*'kTriannually
Grab
TDS
Effluent
**Triannually
Grab
TOC
Effluent
Triannually
Grab
Chloride
Effluent
*Triannually
Grab
pH
Effluent
**Triannually
Grab
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 the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
5

4. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to the following information:
a. date and time of irrigation,
b. volume of wastewater irrigated,
c. zone irrigated,
d, length of time zone is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. weather conditions, and
g. maintenance of cover crops.
Freeboard in the storage lagoon shall be recorded weekly.
Three (3) copies of all monitoring data [as specified in Conditions I1I(2) and III(3)] on Form NDMR-
I and three (3) copies of all operation and disposal records [as specified in Conditions III(4) and
III(5)) on Form NDAR-I shall be submitted monthly on or before the last day of the following
month. All information shall be submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
7. 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.
8. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Daily sampling results of 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.
9. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (9I0)
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 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 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 directly to
receiving waters without treatment 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.
6

Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
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
1. Sampling Criteria:
a. Within ninety (90) days of permit issuance, monitor well(s), MW-11 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. The general location and name for each well is marked on Figure 1. Each monitoring
well shall be located at the Review boundary, constructed in accordance with this permit,
and approved by the Wilmington Regional Office.
b. Within sixty (60) days of permit issuance, monitor well MW-3 shall be permanently abandoned.
Within thirty (30) days of abandonment, a Well Abandonment Record (GW-30 form) shall be
completed for each well abandoned and mailed to the address listed in the "Reporting /
Documentation" section of the Groundwater Requirements. The well(s) must be abandoned by a
North Carolina Certified Well Contractor according to the North Carolina Well Construction
Standards (15A NCAC 2C .0113) and Iocal county rules.
c. Monitor well(s) MW-2; MW-4, MW-5, MW-8, MW-9, MW-10 shall be sampled every March,
July, and November for the parameters listed below. Prior to sampling the parameters, the
measurement of water levels must be taken. 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 relative to a common datum.
Chloride
Nitrate (NO3-N)
TDS
Total Phosphorous I Water Level
Fecal Coliform
pH
TOC
Volatile Organic Compounds
' Sampled in November only
For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l 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 exceedances of this naturally occurring TOC
concentration in the down -gradient wells shall be subject to the additional sampling and analysis as
described above.
c. For Volatile Organic Compounds (VOCs), use only one of the following methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less
2) Standard Method 6210, PQL at 0.5 ug/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
5) Another method with prior approval by the Groundwater Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the constituents
listed in Table VIII 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
7

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.
d. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified
for those parameters required.
2. Reporting / Documentation:
a. All reports and documentation (GW-59) shall be mailed to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Updated blank forms (GW-59) may be downloaded from the Groundwater Section's website at
http://gw.ehnr.state.ne.us/ or requested from the address mentioned above.
b. 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 above),
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.
3. Vertical Separation Requirements:
a. 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.
4. Applicable Boundaries:
a. The Compliance Boundary and Review Boundary for the waste disposal area(s) is specified by
regulations in 15A NCAC 2H, Waste Not Discharged to Surface Waters, specifically,
.0219(k)(1)(C)(i)(111). The Compliance Boundary and Review Boundary for groundwater shall be
established at the property boundary. An exceedance of Groundwater Quality Standards at or
beyond the Compliance Boundary is subject to remediation action according to 15A NCAC 2L
.0106(d)(2).
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 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 or other permitting authority.

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.
V I. GENERAL CONDITIONS
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. 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.
5. The issuance of this permit does not exempt the Pennittee 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, including but not limited to applicable river buffer rules in 15A NCAC
2B.0200, erosion and sedimentation control 'requirements in 15A NCAC Chapter 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC
2B .0200 and 2H .0500.
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 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).
S. 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.

9. The permit shall become voidable unless the agreement between Carolina Water Service, Inc. of North
Carolina and Brandywine Bay, Inc. for the collection, treatment and final disposal of the wastewater is
in full force and effect.
Permit issued this the I9`s day of May 2005
NORTH C OLINA EN IRONMENTAL MANAGEMENT COMMISSION
-,PAlan W_ Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0007569
IL]

Permit No. WQ0007569
May 19, 2005
ENGINEER'S CERTWICATION
Partial Final
1, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorizer) to observe (periodically, weekly, full time) the construction of the project,
Project Name
Location and COWIty
for the Permitted hereby state that, to the best of nay 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.
II

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FIGURE 3
INA'WATER SERVICE - BRANDYWINE BA'
SPRAY IRRIGATION SYSTEM
CARTERET COUNTY
WQ0007569/GW0 79