WQ0013785_Final Permit_20030724

�O�A
w r�R Michael F. Easley, Governor
William G. Ross Jr., Secretary
r� North Carolina Department of Environment and Natural Resources
—i
Q Alan W. Klimek, P.E., Director
Division of water Quality
July 24, 2003
MARTY K. LAWING - COUNTY MANAGER
BRUNSWICK COUNTY
POST OFFICE Box 249
BOLIVIA, NORTH CAROLINA 28422
Subject: Permit No. WQ0013785 Modification
Brunswick County
Winding River Plantation
Wastewater Treatment & Reclaimed
Water Utilization System
Brunswick County
Dear Mr. Lawing:
In accordance with your application received May 15, 2003, we are forwarding herewith Permit Number
WQ0013785, dated July 24, 2003, to Brunswick County for the continued operation (Phase I) and the continued
construction and operation (Phase H &III) of the subject wastewater treatment reclaimed water utilization system.
This modification is to transfer ownership of the Winding River WWTP from Bluegreen, Carolina Lands, LLC to
Brunswick County. Please note that no other modifications have been made to this permit except for Condition
I(9), which requires a breakdown of fields/zones and the associated wetable acreage within 6 months.
This permit shall be effective from the date of issuance until September 30, 2007, shall void Permit' No.
WQ0013785 issued October 23, 2002, 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 also note that per Condition 1.5, it is the Permittee's responsibility to properly dispose of residuals
generated at the Winding River Plantation Wastewater Treatment Facility. As of the site visit conducted May 3,
2002 by Edward Beck of the Wilmington Regional Office, no approved means of biosolid disposal is in place.
Within six months of permit issuance, please take all necessary procedures to acquire approved means of biosolid
disposal.
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.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at (919) 733-
5083 extension 533.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Sincerely,
6�qw
Alan W. Klimek, P.E.
Internet http://h2o_enr.nc.state.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

cc: Brunswick County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Daryl Merrit, Non -Discharge Compliance & Enforcement Unit
Jay Lucas, PE — Public Staff: North Carolina Utility Commission
Water Quality Central Files
NDPU Files
2

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
Brunswick County
Brunswick County
FOR THE
continued operation of Phase I and the construction and operation of Phases II & III of a 500,000 gallon per day
(GPD) wastewater treatment and spray irrigation system consisting of:
The existing Phase I wastewater treatment system (100,000 GPD) that consists of a 25,000 gallon flow
equalization chamber with duplex 100 gallon per minute (GPM) submersible pumps, one (1) 80 cubic feet per
minute (CFM) blower, and high water alarms, a manually cleaned bar screen, flow splitter box, two (2) 62,500
gallon fine bubble aeration basins, two (2) 10,418 gallon clarifiers, one (1) 20,000 gallon aerated sludge holding
tank, three (3) 290 CFM blowers, two (2) 34.5 square foot (ft) tertiary filters (a total of 69.0 ft2) with duplex 518
GPM backwash pumps, duplex 40 GPM wastewater return pumps, one (1) 55 CFM air scour blower, and high
water alarms, ultraviolet disinfection, one (1) 1,885 gallon effluent dosing chamber with duplex 190 GPM
submersible pumps, approximately 5,700 linear feet of 8-inch force main, and approximately 170 linear feet of 3-
inch force main (to eventually pump to Phase II), a continuous monitoring and recording flow meter, and a
turbidity meter.
The Phase II and III wastewater treatment systems (both 200,000 GPD) that will consist of a 50,000 gallon flow
equalization chamber with duplex 200 GPM submersible pumps, one (1) 160 CFM blower, and high water
alarms, a manually cleaned bar screen (in Phase 11 only however it will also be utilized in Phase III), flow splitter
box, two (2) 127,700 gallon fine bubble aeration basins, two (2) 27,000 gallon clarifiers, one (1) 50,000 gallon
aerated sludge holding tank, three (3) 540 CFM blowers, dual, two -filter tertiary filters (each cell having a filter
area of 34.75 square feet for a total of 139 square feet) with duplex 1,036 GPM backwash pumps, duplex 80 GPM
wastewater return pumps, one (1) 110 CFM air scour blower, and high water alarms, ultraviolet disinfection, one
(1) 4,950 gallon effluent dosing chamber with duplex 870 GPM submersible pumps (for Phase 11) and duplex 350
GPM submersible pumps (for Phase III which will pump effluent to Phase II), a continuous monitoring and
recording flow meter, and a turbidity meter.
and, a spray irrigation system that consists of a 500,000 gallon lined upset pond (for Phase I), a proposed
2,000,000 gallon lined upset pond (for Phase II), a 13,000,000 gallon storage and irrigation pond, and
approximately 116 acres of irrigation area to serve Winding River PIantation with no discharge of wastes to the
surface waters, pursuant to the application received May 15, 2003 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 September 30, 2007, shall void Permit No. WQ0013785 issued October 23, 2002, 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 responsibility 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
8:00 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 Perrittee 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.
5. 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 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. Within six (6) months of permit issuance, the Permittee shall provide a revised list of wetted acreage
for the surface irrigation fields to the Wilmington Regional Office and subsequently begin reporting
by the identified fields/zones on Form NDAR.
10. This permit, in :regard to the change of ownership deed, only conveys the wastewater treatment plant
to Brunswick County as the sewer extensions covered in the deed are permitted separately.
2

II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. A suitable, year-round vegetative cover shall be maintained on the irrigation areas.
3. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
4. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
5. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator
to be in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a
certificate of the type and grade at least equivalent to or greater than the classification assigned to the
wastewater treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-
up operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8G .0202.
The ORC of the facility must visit each Class I facility at least weekly and each Class II, 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 8G .0202.
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.
7. The application rate shall not exceed a cumulative loading of 83.2 inches over any twelve (12) month
period at an instantaneous application rate not to exceed 0.20 inches per dose.
8. No type of wastewater other than that from Winding River Plantation shall be sprayed onto the
irrigation area.
9. Freeboard in the storage ponds shall not be less than two feet at any time. Based on the submitted
survey, as long as the water elevations in Pond 1 (25 feet), Pond 2 (23 feet) and Pond 3 (18 feet) are
maintained, this meets the intent of the two foot freeboard requirement.
10. A waste -level gauge, to monitor waste levels in the storage/irrigation pond, 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 Iiquid 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.
11. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum liquid level 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.
12. 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.

III. MONITORING AND REPORTING REQUIREMENTS
I. 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. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
spray field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese
Potassium
Sodium
Calcium
Percent Humic Matter
Zinc
Phosphorus
Copper
Cation Exchange Capacity
pH
Magnesium
Exchangeable Sodium Percentage
Base Saturation (by calculation)
I As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter
Monthly -Average
Dail Instantaneous Maximumc
Flow
500,000 GPD
BODS (5-day, 20°C)
10 mg/l
15 mg/1
NH3 as N
4 mg/l
6 :mg/I
TSS
5 mg/I
10 mg/1
Fecal Coliform
14 per 100 n-1 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.
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.
G Daily maximum shall be the maximum value of all samples collected during the reporting period.
4

The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to
discharge to the storage/irrigation pond for the following parameters.
Parameter
SamplingSgmpling Point
Sam pling Fre uenc
Type of Sample
Flow
Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5 (S-day, 20 °C)
Effluent
* Twice per Month
Composite
NH3 as N
Effluent
* Twice per Month
Composite
TSS
Effluent
* Twice per Month
Composite
Fecal Coliform
Effluent or Storage Pond
* Twice per Month
Grab
Settleable Matter
Effluent
Daily
Grab
NO3
Effluent
** Triannually
Grab
TDS
Effluent
** Triannually
Grab
TOC
Effluent
** Triannually
Grab
Chloride
Effluent
** Triannually
Grab
pH
Effluent
Daily
Grab
Twice per month sampling frequencyonl durin the months of Aril through October. During
p p� g Y g ]?� g g
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.
4. Influent flow (to be measured at the effluent outfall of the wastewater treatment plant) 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
5. 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.

6. Three (3) copies of all operation and disposal records [as specified in Condition I11(5)] on Form
NDAR-1 and three (3) copies of all effluent monitoring data [as specified in Conditions 111(3) and
I1I(4)] on Form NDMR-1 shall be submitted on or before the last day of the following month. All
information shall be submitted to the following address:
NC Division of Water Quality
Water Quality Section.
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 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 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.
9. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
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.
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. 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 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.
2. The five-day upset detention pond shall have either: (1) 'a natural material liner at least one (1) foot
thick and having a hydraulic conductivity no greater than 1 x 10-6 centimeters per second when
compacted or (2) a synthetic liner of sufficient thickness to exhibit structural integrity and an effective
hydraulic conductivity no greater than that of the natural material liner, per Regulation 15A NCAC 2H
.0219(f).
3. The COMPLIANCE BOUNDARY and REVIEW BOUNDARY for the waste disposal area(a) is
specified by regulations in 15A NCAC 2H, Waste Not Discharged to Surface Waters, specifically
.0219 (k) (1) (C) (i) (III). The Compliance Boundary and the 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 immediate remediation action according to 15A NCAC
2L .0106 (d) (2).
4. There shall be a 100 foot buffer from the edge of spray influence and any water supply well. There
shall be a 10 foot buffer from the edge of spray influence and any non -potable well (e.g. injection,
recovery, monitoring or irrigation). All wells shall be properly constructed and identified in
accordance with 15A NCAC 02C .0107 and .0108.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Perrriittee 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.
7

VI. 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. The Operational Agreement between the Permittee and the Environmental Management Commission is
incorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms
of the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina
General Statutes § 143-215.6A to § 143-215.6C for violation of or failure to act in accordance with the
terms and conditions of this permit.
4. 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.
5. 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.
6. 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) 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 Perinit NCGO10000, and any requirements pertaining to wetlands under 15A NCAC
2B .0200 and 2H .0500.
7. A set of approved plans and specifications for the subject project must be retained by the Permittee for
the life of the project.
8. 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).
9. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions and
limitations as it may deem appropriate.
Permit issued this the 24th day of July, 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ian W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013785

WATER POLLUTION CONTROL SYSTEM OPERATORS
CERTIFICATION CON IISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION -
NAME OF FACILITY:
MAILING ADDRESS:`
COUNTY: 7D 9, L. m -S w tC K
CONTACT PERSON: CfTELEPHONE: tc7 7SS--%J?
PERMIT NO: b-) bb 1375j-5 Check One: NC WQ HEALTH DP
ORC: Way YIN _ r-,1-t - TELEPHONE: /-/S'3 jZ7
R TING INFORhZATION: {Before completing this section, please refer to pages 2-4}
PERNI=D FLOW: c roc , i rn 6 0 MGD BNR? YES NO -�
CHECK CLASSIFICATION: WASTEWATER: 1 2 3 4,,;.=�
COLLECTION: 1 2 3 4
SPR-kY IRRIGATION SUBSURFACE LAND APPLICATION
PHYSIC ADCHEMICAL GRADE I GRADE II
RATED BY: REGION: (26 DATE:
REGIONAL OFFICE TaEPHONE NUMBER: EXT: F -° -

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