WQ0001664_Final Permit_20071003

Michael P. Easley, Governor
William G. Ross Jr., Secretary
1� North Carolina Department of Environment and Natural Resources
'C Coleen H. Sullins Director
Division of Water Quality
October 3, 2007
Richard J: Durham, P.E. — Regional Director
Carolina Water Service, Inc. of NC
P.O. Box 240705
Charlotte, North Carolina. 28224
Subject: Permit No. WQ0001664
Belvedere Plantation WWTF
Wastewater Treatment and
Reclaimed Water Utilization System
Pender County
Dear Mr. Durham:
In accordance with your modification request received November 29, 2006 and additional
information received July 16, 2007, we are forwarding herewith Permit No. WQ0001664, dated October
3, 2007, to Carolina Water Service, Inc. of NC 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, 2011, shall void Permit No,
WQ0001664 issued August 25, 2006, 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 pay special attention to the following permit conditions:
• I.1. — This condition requires submittal of an Agronomic Evaluation within 60 days of
permit issuance for the irrigation areas surrounding the golf course lake.
• 1.10. — This condition requires that all reclaimed water outlets (including sprinkler heads)
be properly marked/labeled as reclaimed water.
• 11.2. — This condition requires the facility to develop and implement an Operation and
Maintenance Plan (O & M Plan) within twelve (12) months of permit issuance.
• 11.8, -- Please note that application rates for irrigation areas remain unchanged from the
previous permit. Any requests for increased irrigation loading rates shall be addressed as a
future permit modification.
• III.3. — Please note that the effluent flow is limited to 216,000 gallons per day, based on
limitations of the effluent pumping equipment. Any requests for increased disposal shall be
addressed as a future permit modification.
• N.1 — This condition requires that a proposal for a monitoring well network for the areas
surrounding the golf course lake be submitted within 60 days permit issuance.
i ne
o;J C=H a
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: www,newaterquality.org 2728 Capital Boulevard- Raleigh, NC 27604 FAX [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycled/l0%Post Consumer Paper

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written, request within thirty (30) days following receipt of
this permit. This request must be in the form of a written; petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are 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 Lori Veal at [phone].
Sins ly,
een H. Sulli
cc; Pender County Health Department
Wilmington Regional Office, Aquifer Protection Section
Randy Sipe — Washington Regional Office, APS
Linwood Stroud, PE — Stroud Engineering, P.A.
Technical Assistance and Certification Unit
Aquifer Protection Central Files
LAU Files
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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 NC
Pender County
FOR THE
construction and operation of: one (1) 23,450 gallon clarifier, and one (1) 3,293 gallon filter backwash
return pump tank with dual 160 gallon per minute (GPM) pumps and high-water alarms, resulting in an
increased treatment capacity of 300,000 gallons per day (GPD);
construction and operation of: one unlined 172,975 gallon disposal pond on Fairway #2 and one unlined
64,844 gallon disposal pond on Fairway #4 connected to the irrigation main with manually operated gate
valves, and:
continued operation of. an influent bar screen, one (1) 80,000 gallon equalization basin with dual 325
GPM pumps, two (2) 150,000-gallon fine -bubble aeration basins, two (2) 1,500-CFM blowers, one (1)
38,089 gallon clarifier, one (1) 8,976-gallon chlorine contact basin with liquid hypochlorite disinfection,
one 175 square foot traveling bridge filter with thirty (30) cells, one (1) 60,000 gallon aerated sludge
holding tank, continuous on-line monitoring and recording for turbidity, continuous on-line monitoring
and recording for flow, one (1) 260 GPM effluent pump station with dual pumps and high-water alarms, a
125 kW standby diesel generator with an automatic transfer switch, and;
a spray irrigation system consisting of a 1,502,986-gallon five-day side -stream holding pond lined with a
40-mil HDPE liner, a 6,023,973-gallon irrigation pond, an irrigation pump station with one 50
horsepower (hp) pump and one 25 hp pump, and approximately 2,506,000-square-feet of spray irrigation
area to serve the residential development at Belvedere Plantation (34°24' 10" N, 77°39'20" W), with no
discharge of wastes to the surface waters, pursuant to the application received November 29, 2006 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, 2011, shall void Permit No.
WQ0001664 issued August 25, 2006, and shall be subject to the following specified conditions and
limitations:

I. PERFORMANCE STANDARDS
Within 60 days of issuance of this permit, an Agronomic Evaluation for the spray irrigation areas
surrounding the golf course lake shall be submitted. The Evaluation shall include the assessment of
annual nutrient loading rates for Plant Available Nitrogen (PAN) and Phosphorus based on current
and proposed application rates. This evaluation shall also include any fertilizer addition by golf
course maintenance personnel, and address estimated nutrient uptake based on realistic yield
expectations of the cover crop. The Permittee shall submit this information to the Division of
Water Quality's Aquifer Protection Section at the address below:
NC Division of Water Quality
Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
2. 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 cgMleted in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit, and shall provide a
final certificate of completion once the entire prof ect has been completed. Mail the Certification to
the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
3. The Wilmington Regional Office, telephone number [phone], shall be notified at least forty-
eight (49) 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.
4. 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.
5. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface water or ground water resulting from the operation of this facility.
6. 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.
7. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
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8. 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 and storage units and wells,
e. 50 feet between wastewater treatment and storage units and property lines,
f. 50 feet between wastewater treatment and storage units and surface waters,
g. 100 feet between wastewater treatment and storage units and any private or public water
supply source,
h. 100 feet between wastewater treatment and storage units and any habitable residence or place
of public assembly under separate ownership or not to be maintained as part of the project
site.
Some of the buffers specified above may not have been included in previous permits for this
waste treatment and disposal system. These buffers are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These buffers do, however, apply to modifications of the treatment and
disposal facilities that are for the purpose of increasing the flow that is tributary to the facility.
These buffers do apply to any expansion or modification of the irrigation areas and apply in
instances in which the sale of property would cause any of the buffers now complied with, for the
treatment and disposal facilities, to be violated. The applicant is advised that any modifications
to the existing facilities will require a permit modification.
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.
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 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.
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.
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II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The disposal ponds on
Fairways ##2 and #4 shall not be used for irrigation purposes.
2. 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. The Operation and Maintenance Plan shall be developed and implemented within
twelve (12) month of issuance of this permit.
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.
4. A suitable, year-round vegetative cover shall be maintained on the irrigation areas.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
6. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
7. 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.
8. The application rate shall not exceed the following cumulative loading rates over any twelve (12)
month period:
• 96.7 inches per year on Fairways 1 *, 2, 3, 4, 5, 6, 7, 15, 16,17 and 18
(*consisting of Baymeade, Autryville, and/or Pactolus soils)
• 32.2 inches per year on Fairways 1*, 8, 9, 10, 11, 12, 13, 14, and the driving range
(*consisting of Foreston, and/or Leon soils)
The instantaneous application rate shall not exceed 0.40 inches per hour.
9. No type of wastewater other than that from the Belvedere Plantation shall be irrigated onto the
irrigation area.
10. Freeboard in the five-day side -stream holding pond shall not be less than two (2) feet at any time.
11. 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.
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 re -treatment or treated in the five-day pond prior
to discharge to the storage pond.
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III. MONITORING AND REPORTING REQUIREMENTS
1. 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. 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
c, Percent from true flow
3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter
Monthly Averagea
Daily (Instantaneous) Maximum c
Flow
216,000 GPD
BOD5 (5-day, 20°C)
10 mg/1
15 mg/1
NH3 as N
4 mg/l
6 mg/l
TSS
5 mg/l
10 mg/1
Fecal Coliform
14 per 100 nil
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 coliforrn shall be the arithmetic mean of all samples
collected during the reporting period.
b
Monthly average for fecal coliform shall be the geometric mean of all samples collected
during the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting
period.
R

The Permittee shall monitor the effluent from the subject facilities at the point prior to irrigation
for the following parameters:
Parameter
Sampling Point
Sampling 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
Triannually
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 January, June, and October.
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. The Permittee shall maintain adequate records 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.
5. Freeboard in the five-day side -stream holding pond shall be recorded weekly.
6. Three (3) copies of all monitoring data [as specified in Conditions IH(2) and 11I(3)] on Form
NDMR-1 and three (3) copies of all operation and disposal records [as specified in Conditions
IlI(4) and HI(5)] on Form NDAR-1 shall be submitted monthly on or before the last day of the
following month. All information shall be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
6

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. An annual
disposal data report shall be submitted by March I" each year for the previous year operations.
The required data shall include stabilization (pathogen and vector attraction reduction) data,
volumes, dates of disposal, and sludge characterization data to include pollutants. The residuals
annual report shall be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a 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.
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 infonnation indicates that the facility has gone out of
compliance with its permit limitations.
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.
7

IV. GROUNDWATER REQUIREMENTS
Within 60 days of issuance of this permit, a proposal for a monitoring well network to be
established around irrigation areas adjacent to the golf course lake shall be submitted. The
proposal shall specify the number and location of monitoring wells, as well as outline an
appropriate monitoring well sampling schedule for the purpose of assessing potential water
duality impacts to the lake as a result of the reclaimed water irrigation. The proposed plan shall
also include monitoring wells MW-1, MW-2, MW-3, MW-4, MW-5, and MW-6 that are to be
installed upon construction of the unlined disposal ponds an Fairways #2 and #4 (see Permit
Condition IV. 3.). The Permittee shall submit this information to the Wilmington Regional Office
at the address below for approval:
NC Division of Water Quality
Wilmington Regional Office
Aquifer Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
2. Groundwater sampling on water supply wells (WS-1 and WS-2) is no longer required by the
Division of Water Quality.
3. Once the disposal ponds on Fairways 42 and #4 are constructed, three monitoring wells shall be
installed at each, disposal pond to monitor groundwater duality (MW-1, MW-2, MW-3, MW4,
MW-5, and MW-6 as shown in Figures 3 and 4). The wells 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.
4. The measuring points (top of well casing) of the monitoring wells at the disposal ponds (fairway
#2 and #4) shall be surveyed to provide the relative elevation of the measuring point for each
monitoring well.
5. Monitor wells MW-1, MW-2, MW-3, MW-4, MW-5, and MW-6 shall be sampled initially after
construction and thereafter every February, June, and October for the following parameters:
Chlorides Total Ammonia Nitrogen
Fecal Coliforms Total Dissolved Solids
Nitrate Nitrogen Water Levels
pH Total Phosphorous
The measurement of water levels must be made prior to sampling for the remaining parameters.
The depth to water in each well shall be measured from the surveyed point on the top of the
casing.
The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Division of Water Quality, Information Processing
Unit, 1617 Mail Service Center, Raleigh, N.C. 27699-1617 on or before the last working day of
the month following the sampling month.
6. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.

7. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two
original copies of a scaled topographic map (scale no greater than 1":100') signed and sealed by a
professional engineer or a state licensed land surveyor that indicates all of the following
information:
a. the location and identity of each monitoring well,
b. the location of the waste disposal system,
C. the location of all property boundaries,
d. the latitude and longitude of the established horizontal control monument,
e. the relative elevation of the top of the well casing (which shall be known as the
"measuring point"), and
f. the location and identity of all irrigation zones, including the soil type for each zone.
g. the depth of water below the measuring point at the time the measuring point is
established.
The survey shall be conducted using approved practices outlined in North Carolina General
Statutes Chapter 89C and the North Carolina Administrative Code Title 21, Chapter 56. The
surveyor shall establish a horizontal control monument on the property of the waste disposal
system and determine the latitude and longitude of this horizontal control monument to a
horizontal positional accuracy of +/- 10 feet. All other features listed in a. through f. above shall
be surveyed relative to this horizontal control monument. The positional accuracy of features
listed in a. through e. above shall have a ratio of precision not to exceed an error of closure of 1
foot per 10,000 feet of perimeter of the survey. Any features located by the radial method will be
located from a minimum of two points. Horizontal control monument shall be installed in such a
manner and made of such materials that the monument will not be destroyed due to activities that
may take place on the property. The map shall also be surveyed using the North American
Datum of 1983 coordinate system, and shall' indicate the datum on the map. All bearings or
azimuths shall be based on either the true or NAD 83 grid meridian. If a Global Positioning
System (GPS) is used to determine the latitude and longitude of the horizontal control monument,
a GPS receiver that has the capability to perform differential GPS shall be used and all data
collected by the GPS receiver will be differentially corrected.
The maps and any supporting documentation shall be sent to the Division of Water Quality, Land
Application Unit, Mail Service Center 1636, Raleigh, N.C. 27699-1636
Within thirty (30) days of completion of construction activities at the disposal ponds (Fairways #2
and #4), a certification must be received from a professional engineer certifying that the
monitoring wells are located and constructed in accordance with the Well Construction Standards
(15A NCAC 2C) and this permit. This certification should be submitted with copies of the Well
Completion Form (GW-1) for each well. Mail this certification and the associated GW-1 forms
to the Division of Water Quality, Information Processing Unit, Mail Service Center 1617,
Raleigh, N.C. 27699-1617
9. The Wilmington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be
made of the monitoring well location. Such notification to the regional groundwater supervisor
shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding state holidays.
10. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
6

11. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. For the reclaimed golf course irrigation
system, both the Compliance Boundary and the Review Boundary are 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).
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to
the release of wastes to the environment, a threat to human health, or a nuisance. The Permittee
shall keep an inspection log or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken by the Permittee.
This log of inspections shall be maintained by the Permittee for a period of three 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. 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.
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.
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 Permit NCG010000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 2H .0500.
6. The Permittee shall retain a set of approved plans and specifications for the subject facility for the
life of the project.
10

7. The Perrittee shall pay the annual administering and compliance fee within thirty days of 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 02T .0105 (e)(2).
8. 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 3rd day of October, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Dir ct&r
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQOOO1664
11

Permit No. WQ0001664
October 3, 2007
ENGINEER'S CERTIFICATION
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 Permittee 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.
12

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