WQ0007569_Final Permit_20080229

Q�Q R�G Michael F. Easley, Governor
Y William G. Ross Jr., Secretary
t North Carolina Department of Environment and Natural Resources
❑ . C Coleen H. Sullins Director
Division of Water Quality
February 29, 2008
Martin Lashua—Regional Director
Carolina Water Service, Inc. of North Carolina
P.O. Box 240908
Charlotte, North Carolina 28224-0908
Subject: Permit No. WQ0007569
Brandywine Bay WWTF
Non -Conjunctive Wastewater
Treatment and Reclaimed Water
Utilization System
Carteret County
Dear Mr. Lashua:
In accordance with your permit renewal request received December 21, 2007, we are forwarding
herewith Permit No. WQ0007569, dated February 29, 2008, to Carolina Water Service, Inc. of North
Carolina for the construction and continued operation of the subject wastewater treatment and reclaimed
water utilization facilities.
This permit shall be effective from the date of issuance until January 31, 2013, shall void Permit
No. WQ0007569 issued May 19, 2005, 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, Please note that effluent sampling parameters and frequencies have been
changed (Attachment A).
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 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.
If you need additional information concerning this matter, please contact Matthew Fleahman at
[phone] or [e-mail].
Sine e
'Coleen H. Sullins
CC. Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit (with rating sheet attached)
APS Central Files
LAU Files
NorhCarolina
'Nawra!!ry
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterquality.nrg Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
RALEIGH
NON -CONJUNCTIVE WASTEWATER TREATMENT AND RECLAIMED WATER
UTILIZATION 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
Carolina Water Service, Inc. of North Carolina
Carteret County
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 ft2 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 infiltration/storage 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 December 21, 2007, and subsequent additional information received
by the Division of Water Quality (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 January 31, 2013,.shall void Permit
No. WQ0007569 issued May 19, 2005, and shall be subject to the following specified conditions and
limitations:
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Y. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form) 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 including the location of all monitoring wells as applicable. if this project is to
be completed in phases and partially certified you shall retain the responsibility to track further
construction approved under the same permit, and shall rovide a final certificate of cam letion once
the entire project has been completed. Mail the Certification to the Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2, The Wilmington Regional Office, telephone number [phone] shall be'notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities so that an
in -place inspection can be made. Such notification to the Aquifer Protection Section regional
supervisor shall be made during the normal office hours from 8:00 a.m, until 5:00 p.m. on Monday
through Friday, excluding State Holidays.
3. Monitoring well MW-11 shall be approved by the Wilmington Regional Office, telephone number
[phone] prior to installation and installed prior to beginning waste disposal operations. The
regional office shall be notified at least 48 hours prior to (excluding weekends and holidays) the
construction of any monitoring well. Such notification to the Aquifer Protection Section regional
supervisor shall be made during the normal office hours from 8:00 a.m, until 5:00 p.m. on Monday
through Friday, excluding State Holidays. 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
and in accordance with 15A NCAC 02C .0108. See also well construction form submittal
requirements in Section 1V. of this permit
4. Within 60 days of completion of the monitoring well, the permittee shall submit two original copies
of a scaled site map (scale no greater than 1 "=100'); 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 reclaimed water system.
c. The location of property boundaries within 500 feet of the utilization 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. The maps and
any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The permittee is responsible far the
geographic accuracy of any map submitted, however produced.
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division 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. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
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II. PERFORMANCE STANDARDS
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 utilization 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.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The COMPLIANCE and REVIEW BOUNDARIES for the reclaimed utilization system are
established at the property boundary. Any exceedance of standards at the Compliance or Review
Boundary shall require action in accordance with 15A NCAC 02L .0106.
7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
9. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii, Any well with exception to monitoring wells 100
b. The setbacks for treatment and storage units shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
10. 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.
i. 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
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polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shalt 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.
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.
11. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. A reduced pressure principle backflow preventer, an approved air gap separation, or other device
approved by the Division of Environmental Health shall be installed at the potable water service
connection to the use area where both reclaimed water and potable water are supplied to a
reclaimed water use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. An air gap separation, approved and regularly inspected by the Permittee shall be provided
between the potable water and reclaimed water systems where potable water is used to
supplement a reclaimed water system.
12. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC I8C.
13. RecIaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
14. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
III. OPERATION AND MAINTENANCE REQUIREMENTS
I. The facilities shall be properly maintained and operated at all times. 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 Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T _0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and reclaimed utilizaiton 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 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
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3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed water utilization
areas.
5. Reclaimed water application shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
6. All reclaimed water application equipment must be tested and calibrated at least once per year.
Records of the calibration must be maintained for five years.
7. No type of wastewater other than that from Brandywine Bay shall be applied to the reclaimed water
utilization area(s).
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
9. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing; the activities being conducted at each site.
10. The residuals generated from these treatment facilities must be disposed 1 utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the storage lagoon shall not be less than one (1) foot at any time.
13. A waste -level gauge, to monitor waste levels in the storage lagoon, shall be provided. 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 the lowest point on top of the darn elevations.
i
14. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), 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.
15. 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.
IV. MONITORING AND REPORTING RE UIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue . analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800,
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3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of 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. The Permittee shall keep records of flow measurement
device calibration on file 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, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and
location(s) for the parameter(s) specified in Attachment A.
5. The Permittee tracking the amount of reclaimed water applied shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of reclaimed water application,
b. Volume of reclaimed water applied,
c. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the storage
lagoon shall be recorded weekly.
7. Monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment C.
All mqpping, well construction forms well abandonment forms and monitoring data shall refer to the
permit number and the well nomenclature as rovided in Attachment C.
8. Two copies of the results of the sampling and analysis must be received on Form GW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1.617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
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Three copies of all monitoring data [as specified in Conditions IV.3. and IVA] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Conditions IV.5. and 1V.6. on Form NDAR-1 for every utilization area shall be submitted on or
before the last day of the following month. If no activities occurred during the monitoring month,
monitoring reports are still required documenting the absence of the activity. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
10. 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.
11. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215 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 including ponding in the reclaimed utilization area or
runoff from the reclaimed utilization areas.
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 disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit Iimitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any utilization area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. 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.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities:
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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 five 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.
VI. GENERAL CONDITIONS
1. 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.
2. 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.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt 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) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .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 02B .0200 and 02H .0500.
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 on official Division forms,
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. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee within 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 pursuant to
15A NCAC 02T .0105(e).
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Permit issued this the 29ch day of February 2008
NORTH CLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0007569
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Permit No. WQ0007569
February 29, 2008
ENGINEERS CERTIFICATIONT
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Pemnittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Influent
Permit Number: WQ0007569 Version: 4.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
150,000
gpd
Continuous
Recorder
PPI 002 — WWTF Effluent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
Solids, Total Suspended - 00530
5
mg/1
10.
mg/1
2 X month
Composite
Nitrogen, Nitrate Total (as N) - 06620
2 X month
Composite
Nitrogen, Ammonia Total (as N) - 00610
4
mg/1
6.
mg/1
2 X month
Composite
BOD, 5-Day (20 Deg. C) - 00310
10
mg/1
15.
mg/1
2 X month
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
14'
#/100m1
25.
9/100mi
2 X month
Grab
Chlorine, Total Residual - 50060
5 X week
Grab
Chloride (as Cl) - 00940
3 X year"
Composite
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
Solids, Total Dissolved - 70295
3 X years
Composite
Turbidity, HCH Turbidimiter - 00076
10.
ntu
Continuous
Recorder
pH - 00400
6.0 — 9.00
su
9.0
su
5 X week
Grab
a Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
sMonthly 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.
d3 X year sampling shall be conducted during March, July and November.
`The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
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WQ000'V—j Version 4.0 Attachment A age 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Permit Number: WQ0007569
Version: 4.0
Carolina Water Service Inc. of North
Carolina
- Brandywine Bay WWTF
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Owner
County
Latitude
Longitude
Net Dominant
Parameter
Rate
Yearly
Units
Basin
Acreage Soil Series
Max
Carolina Water Service Inc Of
01284 - Application Surface
1
NC
Carteret
34°44'16"
76°49'19"
4.70
Irrigation
0.1
52
Inches
Carolina Water Service Inc Of
01284 - Application Surface
10
Carteret
34°44'16"
76°49'10"
4.70
0.1
52
Inches
NC
Irrigation
11
Carolina Water Service Inc Of
01284 - Application Surface
NC
Carteret
34°44'16"
76°49'10"
4.70
Irrigation
0.1
52
Inches
12
CaroIina Water Service Inc Of
Carteret
34'44'16"
76°49'10"
4.70
01284 - Application Surface
0.1
52
Inches
NC
Irrigation
Carolina Water Service Inc Of
01284 - Application Surface
13
Carteret
34°44'16"
76°49'10"
4.70
0 2
78
Inches
NC
Irrigation
14
Carolina Water Service Inc Of
Carteret
34°44'16"
76°49'l0"
4.70
01284 - Application Surface
0.2
78
Inches
NC
Irrigation
Carolina Water Service Inc Of
01284 -Application Surface
15
NC
Carteret
34044116"
76°49'l0"
4.70
Irrigation
0.1
52
Inches
16
CaroIina Water Service Inc Of
Carteret
34044'16"
76049'10"
4.70
01284 - Application Surface
0.2
78
Inches
NC
Irri ation
Carolina Water Service Inc Of
01284 - Application Surface
17
Carteret
34°44'16"
76°49'10"
4.70
0.2
78
Inches
NC
Irrigation
Carolina Water Service Inc Of
01284 - Application Surface
18
Carteret
34044116"
76049110"
4.70
0.2
78
inches
NC
Irrigation
Carolina Water Service Inc Of
01284 -Application Surface
2
Carteret
34°44'16"
76°49'19"
4.70
U.1
52
Inches
NC
Irrigation
Carolina Water Service Inc Of
01284 - Application Surface
3
NC
Carteret
34044'I6"
76°49'19"
4.70
Irrigation
0.1
52
Inches
4
Carolina Water Service Inc Of
01284 -Application Surface
NC
Carteret
34°44'16"
76°49'19"
4.70
Irri ation
0.1
52
Inches
Carolina Water Service Inc Of
01284 - Application Surface
5
NC
Carteret
34°44'I6"
76°49'19°
4.70
Irrigation
0.1
52
Inches
6
Carolina Water Service Inc Of
Carteret
34°44'16"
76°49'19"
4.70
01284 - Application Surface
0.1
52
inches
NC
Irrigation
Carolina Water Service Inc Of
01284 - Application Surface
7
NC
Carteret
34°44'16"
76°49'10"
4.70
Irrigation
0.1
52
inches
8
Carolina Water Service Inc Of
01284 - Application Surface
NC
Carteret
34°44'16"
76°49'10"
4.70
Irrigation
0.1
52
Inches
9
Carolina Water Service Inc Of
01284 -Application Surface
NC
Carteret
34°44'16"
76°49'10"
4.70
Irrigation
0.2
78
Inches
-Total
84.60
WQ0007569 Version 4.0 Attachment B Page 1 of 2

THIS PAGE BLANK
WQ00, j9 Version 4.0 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITH, A IONS
Permit Number: WQ0007569 Versia A.0
Monitoring wells: MW-2, MW-4, MW-5, MW-8, IVIW-9, MW-10, and MW-11
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
3 X year
Calculated
1, 2, 3, 7
pli - 00400
8.50
su
3 X year
Grab
1, 2, 3, 7
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
1.00
#/100ml
3 X year
Grab
1, 3, 7
Solids, Total Dissolved- 180 Deg.0 - 70300
500.00
mg/1
3 X year
Grab
1, 3, 7
Carbon, Tot Organic (TOC) - 00690
3 X year
Grab
1,3, 6, 7
Chloride (as Cl) - 00940
250.00
mg/I
3 X year
Grab
1, 3, 7
Nitrogen, Nitrate Total (as N) - 00620
10.00
mg/1
3 X year
Grab
1, 3, 7
Phosphorus, Total (as P) - 00665
3 X year
Grab
1, 3, 7
Volatile Compounds, (GC/MS) - 78732
Annual
Grab
1, 3, 4, 5, 7
1. 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 pg/L or less
b. Standard Method 62101), PQL at 0.5 µg/L or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be D WQ certified to run any method used-
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
C. The method used must provide a PQL of 0.5 µg/L or less that 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 of 0.5 µg/L must be qualified (estimated) and reported.
S. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C. then the Wilmington Regional Office Aquifer Protection Supervisor, telephone
number [phone] must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/1 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/I, 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.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in this attachment.
WQ0007569 Version 4.0 Attachment C .Page 1 of 1

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SITE LOCATION NUP

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CAROLINA WATER SERVICE - BRANDY 9[NM BAY
SPRAY IRRIGATION SYSTEM
CARTERET COUNTY
WQ0007569/GW03079
SITE DETAIL & WELL LOCATION MAP

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FIGURE 3
CAROLINA WATER SERVICE - BRAND WINE h-
SPRAY IRRIGATION SYSTEM
CARTERET COUNTY
WQ0007569/GW03 79
SM DETAIL & WELL LOCATION MAP