WQ0002994_Final Permit_20010806

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
August 6, 2001
MR. RODNEY M. TART, DIRECTOR OF PUBLIC UTILITIES
SOUTHWEST WATER AND SEWER DISTRICT OF HARNETT COUNTY
POST OFFICE BOX 1119
LILLINGTON, NORTH CAROLINA 27546
Dear Mr. Tart:
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NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0002994
Southwest Water and Sewer District
of Harnett County
Carolina Lakes Wastewater Facilities
Wastewater Treatment
and Spray Irrigation Facilities
Harnett County
In accordance with your permit modification application package received on July 21, 1999 as well as
the additional information received on December 17, 1999; July 28, 2000; August 4, 2000; March 12, 2001; and
July 12, 2001, we are forwarding herewith Permit No. WQ0002994, dated August 6, 2001, to the Southwest
Water and Sewer District of Harnett County for the construction and continued operation of the subject
wastewater treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until August 31, 2004; shall void Permit No.
WQ0002994, issued on September 30, 1999; and shall be subject to the conditions and limitations as specified
therein.
This permit approves the modification of the existing wastewater treatment and spray irrigation facilities
such that they may accommodate up to 700,000 gallons per day of influent wastewater flow. Please tape the
time to review this permit thoroughly as some of the conditions contained therein may have been added or
changed since the Iast issuance of this permit. Of special interest are the following:
♦ System Description: The system description has been amended to allow the continued operation of
the existing wastewater treatment and spray irrigation facilities, abandonment of specific
components of these facilities, as well as the construction and operation of additional facilities.
Note that the system description is not intended to be an all-inclusive list of each component of the
wastewater treatment and spray irrigation facilities, rather the approved plans and specifications
contains detailed information regarding the facilities that the Division of Water Quality (Division)
considers to be approved.
♦ Condition 1. L. This is a new condition that prohibits the initiation of any construction activities
until the appropriate soil and erosion and sedimentation control plan approvals have been applied
for and secured.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

♦ Condition I. 2.: Since treatment and disposal will be on -going during the construction period for the
additional wastewater treatment and spray irrigation facilities, this new condition requires that
construction be scheduled and performed in a way such that existing service is not interrupted,
operation of the existing facilities is not jeopardized, and overflows/bypasses/discharges of
wastewater are avoided.
♦ Condition 1. 3.: Because the Division is concerned for the potential of soil erosion during and
immediately following the construction process, this new condition provides some guidance
regarding minimizing land disturbance and maintenance of the existing vegetative cover.
♦ Condition 1. 4.: Because it was not submitted to the Division during review of this permit
modification, a crop management plan must be submitted to and acknowledged before operation of
the additional spray irrigation activities may occur.
♦ Condition 1. 5.: Following construction and prior to operation of any additional wastewater
treatment and spray irrigation facilities, this condition requires that the Division must receive first
receive a document from a North Carolina-Iicensed professional engineer certifying that the
facilities have been installed with the permit, the approved plans and specifications, and other
supporting materials.
♦ Condition I. 6.: This condition requires that the Permittee contact the appropriate regional office to
schedule a pre -operation inspection of the new wastewater treatment and spray irrigation facilities.
♦ Condition II. 2.: This condition has been amended to reflect the adoption of new rules by the Water
Pollution Control System Operators Certification Commission (WPCSOCC). The referenced
regulation is now 15A NCAC 8G .0202.
♦ Condition H. 5.: This condition has been amended to be more general in that any wastewater
effluent from Southwest Water and Sewer District of Harnett County's Carolina Lakes Wastewater
Facilities may now be sprayed onto the wetted area of the spray irrigation facilities.
♦ Condition II. 7.: This condition has been amended to include the approved cumulative and
instantaneous application rates for the new spray irrigation facilities.
♦ Condition II. 8.: This condition has been amended to include information regarding the year-round
vegetative cover to be established on the new spray irrigation facilities.
♦ Condition III. 2. This is a new condition that is required in all permits issued to non -discharge
wastewater treatment and disposal systems in the State of North Carolina. Specifically, this
condition details the requirements for complying with the influent flow measuring policy adopted
by the Division on May 31, 2000. Daily influent flow volumes must now be reported on Form;
NDMR-1 such that this form would be submitted on a monthly basis
♦ Condition III. 5.: It is now Division policy to require a standard soil fertility analysis to be
performed on a representative soil sample taken from the spray irrigation field. Records of these
sampling events and results of the analyses must be kept on file by the Permittee. Note that the
Agronomic Division of the North Carolina Department of Agriculture and Consumer Services
offers free soil testing to all North Carolina residents. See this agency's web site at
www.ncagri.comlagronomi or telephone [phone] for more information about these services_
♦ Condition III. 6.: Because of the Division's influent wastewater flow measurement policy, Form
NDMR-1 must now be submitted on a monthly basis.
♦ Condition IV. I.: This is a new condition that requires that the liner system to be installed in the
two new lagoons meet certain specifications in order to be acceptable to the Division.
♦ Condition IV. 2.: This new condition precludes operation of the spray irrigation facilities when the
seasonal high water table is less than three feet below the land surface.
2

♦ Condition IV. 3.: This new condition contains guidance regarding the temporary abandonment of
some of the wells that had been previously installed as part of the Permittee's overall groundwater
monitoring program.
♦ Condition W. 4. through Condition W. 9.: Four new groundwater monitoring wells must be
installed as a condition of this permit modification. These conditions contain specific guidance
regarding new well installation, reporting, and monitoring.
♦ Condition W. 10.: Note that total ammonia -nitrogen must now be monitored (i.e., in lieu of
ammonia -nitrogen) in samples withdrawn from the groundwater monitoring wells.
♦ Condition VI. I. This condition has been amended to reflect the fact that an application fee is no
longer required when making an application to the Division to transfer this permit to a new owner or
to reissue this permit such that it reflects a name change of the Permittee.
♦ Condition VI. 5.: Language has been added to this condition to provide examples of some other
rules and regulations that may affect non -discharge systems like this one.
As always, please pay particular attention to the monitoring requirements in this permit. Failure to
establish an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are trade, this permit shall be final and binding.
One set of the approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Ms. Shannon Mohr Thornburg at [phone], extension
353.
Sincere ,
Gregory 3. Thorpe, Ph.D.
cc: Marziano & Minier, P.A.
Harnett County Health Department
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Central Office, Groundwater Section
Non -Discharge Compliance/Enforcement Unit
Technical Assistance and Certification Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RA LEIGH
WASTEWATER TREATMENT AND SPRAY IRRIGATION 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
Southwest Water and Sewer District of Harnett County
Harnett County
M1191-01:12l
continued operation of 299,600-gallon per day wastewater treatment and spray irrigation facilities, consisting of
the following minimum components: an influent wastewater flow metering station; one facultative lagoon
having approximately 3.97 million gallons in hydraulic capacity; one facultative lagoon having approximately
6.63 million gallons of hydraulic capacity; one storage pond having approximately 8.21 million gallons of
hydraulic capacity for use during inclement weather; a liquid chlorine disinfection system; a holding basin; a
400-gallon per minute pump station with dual pumps and a wastewater effluent flow meter; approximately
11,620 linear feet of six-inch force main; a 400-gallon per minute booster pump station; an automatic irrigation
control system; a 37.5-acre field with a solid -set spray irrigation system having a total of 153 sprinkler heads,
each with a throw diameter of 145 feet and automatic drain valves; all associated piping, valves, electrical and
instrumental/control systems, and other appurtenances necessary to make a complete and functional wastewater
treatment and spray irrigation operation;
abandonment of the following minimum components of the existing wastewater treatment and spray irrigation
facilities (i.e., after construction and operation of the modified wastewater treatment and spray irrigation
facilities as described below): a liquid chlorine disinfection system; a holding basin; a 400-gallon per minute
pump station with dual pumps and a wastewater effluent flow meter; approximately 11,620 linear feet of six-
inch force main; a 400-gallon per minute booster pump station; an automatic irrigation control system; a 37.5-
acre field with a solid -set spray irrigation system having a total of 153 sprinkler heads, each with a throw
diameter of 145 feet and automatic drain valves; all associated piping, valves, electrical and instrumental/control
systems, and other appurtenances necessary to make facilitate construction of the new wastewater treatment and
spray irrigation facilities; and
construction and operation of 700,000-gallon per day wastewater treatment and spray irrigation facilities,
consisting of the following minimum components (i.e., some components are part of the existing wastewater
treatment and spray irrigation facilities): an influent wastewater flow metering station; one facultative lagoon
having approximately 3.97 million gallons in hydraulic capacity; one facultative lagoon having approximately
6.63 million gallons of hydraulic capacity; one storage pond having approximately 8.21 million gallons of
hydraulic capacity for use during inclement weather; a 1,250-gallon per minute duplex pump station and
approximately 11,700 linear feet of 12-inch force main to transfer wastewater to another Iagoon system for

additional treatment; two facultative lagoons, each having approximately 18.83 million gallons of hydraulic
capacity and geosynthetic clay liner with a hydraulic conductivity not to exceed 5 x 10"9 centimeters per second;
a Iiquid chlorine disinfection system; a 1,800-gallon per minute triplex pump station, a wastewater effluent flow
meter, and approximately 2,250 linear feet of 16-inch force main to transfer wastewater effluent to the spray
irrigation field; an automatic irrigation control system; a 146.02-acre field with a solid -set spray irrigation
system having a total of 1,150 sprinkler heads (i.e., 113 having a flow rate of 8.45 gallons per minute and a
throw diameter of 107 feet and 1,037 having a flow rate of 30.8 gallons per minute and a throw diameter of 154
feet) that are set in a 75-foot square configuration and automatic drain valves for each sprinkler riser; and all
associated piping, valves, electrical and instrumental/control systems, and other appurtenances necessary to
make a complete and functional wastewater treatment and spray irrigation operation.
The above -described existing and new wastewater treatment and spray irrigation facilities are intended to serve
the Southwest Water and Sewer District of Harnett County and its wastewater customers with no discharge of
wastes to surface waters, pursuant to the permit modification application package received on July 21, 1999 as
well as the additional information received on December 17, 1999; July 28, 2000; August 4, 2000; March 12,
2001; and July 12, 2001, 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 August 31, 2004; shall void Permit No.
WQ0002994, issued on September 30, 1999; and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. Construction of the new wastewater treatment and spray irrigation facilities (i.e., those approved
with this permit modification) shall not proceed until the appropriate soil erosion and sedimentation
control plan approvals have been applied for and secured. The certification from the North
Carolina -licensed professional engineer required in Condition L 5. shall serve as proof of
compliance with this condition.
2. Construction of the new wastewater treatment and spray irrigation facilities (i.e., those approved
with this permit modification) shall be scheduled and performed so as not to interrupt the service
provided by and the proper operation of the existing wastewater treatment and spray irrigation
facilities (i.e., those previously approved under this permit) nor result in an overflow, bypass, or
discharge of wastewater to the surface waters of the State.
3. Installation of the new spray irrigation facilities (i.e_, those approved with this permit modification)
shall be performed such that grading and other land disturbing activity is minimized. The Division
of Water Quality (Division) highly suggests that most of the existing vegetative cover in the
proposed wetted area be maintained until the intended year-round vegetative cover (i.e. see
Condition Il. 8.) is adequately established. Minor grading in areas of existing erosion (i.e., old road
beds, etc.) shall be acceptable; however, these areas shall be incorporated into the surrounding
landscape and seeded to control erosion following such grading.
4. Prior to operation of the new spray irrigation facilities (i.e., those approved with this permit
modification), a crop management plan, prepared in accordance with 15A NCAC 2H
.0205(d)(7)(D), shall be submitted to and acknowledged by the Division. Note that the Division may
choose to incorporate new conditions into or amend existing conditions within this permit at that
time. Mail two copies of the crop management plan to the NCDENR-DWQ, Water Quality Section,
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
VA

Upon completion of construction and prior to operation of the new wastewater treatment and spray
irrigation facilities (i.e., those approved with this permit modification), a certification shall be
received from a North Carolina -licensed professional engineer certifying that the facilities have
been installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. if the facilities are to be constructed in phases and partially certified, the
Permitt .e shall retain the responsibil.ity to track further construction a roved under the same permit
and shall provide a final certificate of completion once construction of all of the facilities have been
completed. Mail one copy of any partial and final certifications to the NCDENR-DWQ, Water
Quality Section, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-
1617.
6. The Division's Fayetteville Regional Office, telephone number [phone], shall be notified at
least 48 hours in advance of operation of the new wastewater treatment and spray irrigation facilities
so that an in -place inspection can be made. Such notification to the regional water quality
supervisor shall be made during normal office hours (i.e., from 8:00 a.m. until 5.00 p.m.) on
Monday through Friday, excluding State Holidays.
7. The wastewater treatment and spray irrigation facilities shall be effectively maintained and operated
at all times so that there is no discharge to the surface waters nor any contamination of groundwater
that will render them unsatisfactory for normal use. In the event that these facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation areas to
assimilate the wastewater adequately, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division, such as the construction of additional
or replacement wastewater treatment and disposal facilities.
The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface waters or groundwater resulting from the operation of the wastewater treatment and spray
irrigation facilities.
9. The residuals generated from the wastewater treatment facilities shall be disposed in accordance
with North Carolina General Statute § 143-215.1 and in a manner approved by the Division.
10. Diversion or bypassing of the untreated wastewater from the wastewater treatment and spray
irrigation facilities shall be prohibited.
11. The following buffers shall be maintained by the wastewater treatment and spray irrigation
facilities:
a. 400 feet between the wetted area and any residence or place of public assembly under separate
ownership,
b. 150 feet between the wetted area and any property line,
c. 100 feet between the wetted area and any well (i.e., with the exception of an approved
groundwater monitoring well),
d. 100 feet between the wetted area and any drainageway or surface water,
e. 50 feet between the wetted area and any public right-of-way,
f. 100 feet between wastewater treatment units and any well (i.e., with the exception of an
approved groundwater monitoring well), and
g. 50 feet between wastewater treatment units and any property line.

Some of the buffers specified above may not have been included in previous permits for the
wastewater treatment and spray irrigation facilities. The Permittee does not have to modify
previously -approved facilities to comply with these buffers unless specifically required by the
Division to do so, nor are these buffers intended to prohibit or prevent modifications that may be
required by the Division to improve the performance of the existing facilities. These buffers do,
however, apply to modifications of the system that are for the purpose of increasing the wastewater
flow that is tributary to the facilities. These buffers do apply to any expansion or modification of
the facilities and apply in instances in which the sale of property would cause any of the buffers
with which the facilities now comply to be violated. The Permittee shall be advised that any
modification to the existing facilities will require a permit modification.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The wastewater treatment and spray irrigation facilities shall be properly maintained and operated at
all times.
2. Upon classification of the wastewater treatment and spray irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Perrnittee shall employ a
certified operator to be in responsible charge (ORC) of the facilities. The operator shall hold a
certificate of the type and grade at least equivalent to or greater than the classification assigned to
the facilities by the WPCSOCC. The Permittee shall 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 shall
visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily,
excluding weekends and holidays; shall properly manage and document daily operation and
maintenance of the facilities; and shall comply with all other conditions of 15A NCAC 8G .0202.
Once the facilities are classified, the Permittee shall submit a letter to the WPCSOCC that
designates the ORC within 30 days after construction of the facilities are 50 percent complete.
3. The wastewater treatment and spray irrigation facilities shall be effectively maintained and operated
as a non -discharge system to prevent the discharge of any wastewater and/or wastewater effluent
resulting from the operation of these facilities.
4. Freeboard in any of the treatment and storage lagoons associated with the wastewater treatment
facilities shall not be Iess than two feet at any time.
5. No type of wastewater other than wastewater effluent from Southwest Water and Sewer District of
Harnett County's Carolina Lakes Wastewater Facilities shall be sprayed onto the wetted area of the
spray irrigation facilities.
b. Adequate measures shall be taken to prevent wastewater effluent runoff from the wetted area of the
spray irrigation facilities.
7. The application rate onto the wetted area of the existing spray irrigation facilities (i.e., those
previously approved under this permit) shall not exceed a cumulative loading of 130 inches over
any 12-month period at an instantaneous application rate not to exceed 1.5 inches per hour.
4

The application rates onto the wetted area of the new spray irrigation facilities (i.e., those approved
with this permit modification) shall not exceed the following:
Zone
No.
Wetted Area
(acreage)
Soil Series
Cumulative
Application Rates
(inches per year)
Instantaneous
Application Rate
(inches per hour)
1
4.50
Lakeland
52.0
0.53
2
4.23
Lakeland
52.0
0.53
3
4.85
Lakeland
52.0
0.53
4a
3.79
Lakeland
52.0
0.53
4b
4.79
Lakeland
52.0
0.53
4c
3.73
Lakeland
52.0
0.53
5
6.20
Lakeland
78.0
0.53
6
5.52
Lakeland
78.0
0.53
7
5.33
Lakeland
78.0
0.53
8
6.33
Lakeland
78.0
0.53
9a
4.56
Lakeland
52.0
0.53
9b
3.95
Lakeland
15.6
0.15
10
5.03
Lakeland
78.0
0.53
11
4.73
Lakeland
78.0
0.53
12
6.59
Lakeland
78.0
053
13
4.91
Lakeland
78.0
0.53
14
5.39
Lakeland
78.0
0.53
15a
1.08
Vaucluse
15.6
0.15
15b
4.59
Vaucluse
15.6
0.15
16a
1.42
Vaucluse
15.6
0.15
16b
1.09
Vaucluse
15.6
0.15
16c
2.40
Vaucluse
15.6
0.15
17a
2.58
Lakeland
78.0
0.53
17b
3.87
Lakeland
78.0
0.53
18
5.81
Lakeland
78.0
0.53
19a
2.69
Lakeland
52.0
0.53
19b
3.47
Lakeland
52.0
0.53
20
6.08
Lakeland
78.0
0.53
21
5.86
Lakeland
78.0
0.53
22
5.81
Lakeland
78.0
0.53
23
5.23
Lakeland
78.0
0.53
24a
4.44
Lakeland
78.0
0.53
24b
5.17
Lakeland
78.0
0.53
Total
146.02
n/a
1,965.6
n/a
e The cumulative application rate shall be equivalent to the loading of wastewater effluent over
any 12-month period.
8. Until abandonment, a suitable year-round vegetative cover shall be maintained on the wetted area of
the existing spray irrigation facilities (i.e., those previously approved under this pen -nit).
A suitable, year-round vegetative cover of hybrid poplar trees and weeping lovegrass shall be
established and maintained on the wetted area of the new spray irrigation facilities (i.e., those
approved with this modification). Once established, the vegetative cover shall be observed and
maintained as follows:
a. Inspect the weeping lovegrass cover once per month and maintain as needed (i.e., grass
clippings shall be removed) from the area;
5

b. Evaluate the weeping lovegrass cover in September and March for survival and cover
percentage and, if necessary, rake all bare areas to the surface layer and reseed;
c. Evaluate the hybrid poplar trees annually and prune as necessary to ensure proper distribution of
the irrigated wastewater effluent; and
d. Have the hybrid poplar trees evaluated by a arborist or agronomist once per permit cycle to
determine overall vegetative cover health and to make recommendations as to those mature,
dominant stands that should be whole -tree harvested and removed from the area.
9. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
10. No traffic or equipment shall be allowed on the wetted area of the spray irrigation facilities except
while installation occurs or while normal maintenance is being performed.
11. Public access to the wetted area of the spray irrigation facilities shall be controlled during active
use. Such controls may include fencing, posting of signs that describe the activities being
conducted at the facilities, etc.
111. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (i.e., including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface water and groundwater protection shall be established
and an acceptable sampling reporting schedule shall be followed.
2. Influent wastewater to the wastewater treatment facilities shall be continuously monitored and
recorded. Daily flow values shall be reported on Form NDMR-1. The Permittee shall install 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.
Calibration records for the flow measurement devices 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
include:
a. Data of flow measurement device calibration,
b. Name of person performing calibration, and
C. Percent from true flow.
3. Adequate records shall be maintained by the Permittee tracking the amount of wastewater irrigated.
These records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation;
b. Volume of wastewater irrigated;
C. Field irrigated;
d. Length of time field is irrigated;
Continuous weekly, monthly, and year-to-date hydraulic (i.e. in inches per acre) loadings for
each field;
f Weather conditions; and
R

g. Maintenance of cover crops.
4. The wastewater effluent from the wastewater treatment facilities shall be monitored by the
Permittee at a point following all wastewater treatment processes (i.e., including disinfection) and
prior to irrigation every February, June, and September for the following parameters:
Ammonia -Nitrogen (NH3-N) pH
Biochemical Oxygen Demand (BODs) Total Suspended Solids (TSS)
Fecal Coliform
5. A representative annual soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted by
the Permittee on soil sample(s) from each zone of the spray irrigation facilities. The results of this
analysis shall be maintained on file by the Permittee for a minimum of five years. The Standard
Soil Fertility Analysis shall include, but shall not necessarily be limited to, the following
Parameters:
Acidity Exchangeable Sodium Percentage Phosphorus
Base Saturation (by calculation) Magnesium Potassium
Calcium Manganese Sodium
Cation Exchange Capacity Percent Humic Matter Zinc
Copper pH
6. Three copies of all operation and irrigation records (i.e., as specified in Condition M. 3.) shall be
submitted on Form NDAR-1 on or before the last day of the month following the irrigation event.
Three copies of all monitoring data (i.e., as specified in Condition III. 2. and Condition 1II.4.) shall
be submitted on Form. NDMR-1 on or before the last day of the month following the
monitoring/sampling month. All information shall be submitted to the following address:
NCDENR-DWQ
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, 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 facilities that 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 renders the wastewater
treatment and spray irrigation facilities incapable of adequate treatment and disposal such as
mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or other facility resulting in a bypass 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 facilities have gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letterform within
five 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
The two new lagoons shall be constructed with a liner of natural material at least one foot thick that
has been installed and compacted in six-inch layers (i.e., at most) and meeting a 95 percent proctor
standard dry density and a hydraulic conductivity no greater than 10-6 centimeters per second or
other lining system deemed by the Division to be acceptable through the issuance of the approved
plans and specifications. Following installation and inspection of the lagoons' liner system and
prior to the lagoon's use, verification of the liner system's compliance with the hydraulic
conductivity and thickness specifications as applicable shall be provided to the Division's
Groundwater Section by a North Carolina -licensed professional engineer.
2. No spray irrigation of wastewater effluent shall take place when the seasonal water high water table
is less than three feet below the land surface_
Upon completion of construction and prior to operation of the new wastewater treatment and spray
irrigation facilities (i.e., those approved with this permit modification), five of the existing
groundwater monitoring wells (i.e., MW-3, MW-7, MW-8, MW-9, and MW-10) shall have their
wellheads secured in such a way as to prevent accidental damage or access by hand. This access
restriction shall be accomplished by utilizing a padlock that would secure a protective cap to the
well casing or by some other means deemed to be acceptable to the Division's Groundwater
Section.
4. Upon completion of construction and prior to operation of the new wastewater treatment and spray
irrigation facilities (i.e., those approved with this permit modification), four groundwater monitoring
wells, one upgradient and three downgradient, shall be installed to monitor groundwater quality.
The wells shall be constructed such that the water level in the wells are never above or below the
screened (i.e., open) portion of the well at any time during the year. The general location and
nomenclature for the wells shall be as marked in Attachment A attached to this permit. Each well
shall be located at the Review Boundary, constructed in accordance with this permit and as
approved by the Groundwater Section of the Division's Fayetteville Regional Office.
All wells that are constructed for the purpose of groundwater monitoring shall be constructed in
accordance with 15A NCAC 2C .0108 (i.e., "Standards of Construction for Wells Other than Water
Supply") and any other state and local laws and regulations pertaining to well construction.
The Groundwater Section of the Division's Fayetteville Regional Office, telephone number (910)
486-1541, shall be notified at least 48 hours prior to the construction of any groundwater monitoring
well, so that an inspection can be made of the well location. Such notification shall be made to the
Regional Groundwater Supervisor during normal office hours (i.e_, from 8:00 a-m_ until 5:00 p.m.)
on Monday through Friday, excluding State Holidays.
Within 30 days of completion of all groundwater monitoring well construction activities, a
certification shall be received from a North Carolina -licensed professional engineer or North
Carolina -licensed professional geologist certifying that the wells are located and constructed in
accordance with 15A NCAC 2C (i.e., "Well Construction Standards") and this permit. This
certification shall be submitted with one copy of a "Well Completion Form" (i.e., GW-1 Form) for
each well. Mail this certification and the associated GW-1 Forms to the NCDENR-DWQ,
Groundwater Section, Permits and Compliance Unit, 1636 Mail Service Center, Raleigh, NC
27699-1636.

8. For the initial sampling of each groundwater monitoring well as specified elsewhere in this permit,
the Permittee shall submit a copy of the GW-I Form with the "Compliance Monitoring Form" (i.e.,
GW-59 Form) for that well. GW-59 Forms for wells that have not had a GW-1 Form previously
submitted shall be returned to the Permittee without being processed. Failure to submit these forms
as required by this permit may result in the initiation of enforcement activities pursuant to North
Carolina General Statute §143-215.6(a)(1).
9. Within 60 days of completion of all groundwater monitoring well construction activities, he
Permittee shall submit two original copies of a scaled topographic map (i.e., with a scale no greater
than one inch equals 100 feet) that has been signed and sealed by a North Carolina -licensed
professional engineer or a North Carolina -licensed professional land surveyor and contains all of the
following information:
a. Location of all components of the wastewater treatment and spray irrigation facilities,
b. Latitude and longitude of the established horizontal control monument,
c. Location and identity of each groundwater monitoring well,
d. Relative elevation of the top of the casing for each groundwater monitoring well (i.e., known as
the measuring point"),
e. Depth of water below the measuring point at the time the measuring point is established,
f. Location of all property boundaries, and
g. Location of the Review and Compliance Boundaries.
This survey shall be conducted using approved practices as outlines in the 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 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 above shall be surveyed relative to this horizontal
control monument. The positional accuracy of these features shall have a ratio of precision not to
exceed an error of closure of one foot per 10,000 feet of perimeter of the survey. Any features
located by the radial method shall be located from a minimum of two points. Horizontal 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 map shall also be
surveyed using the North American Datum of 1983 (NAD 83) 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 shall be differentially corrected.
The map and any supporting documentation shall be sent to the NCDENR-DWQ, Groundwater
Section, Permits and Compliance Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
10. The four new groundwater monitoring wells (i.e., MW-16, MW-17, MW-18, and MW-19) and the
five existing groundwater monitoring wells (i.e., MW-1, MW-2, MW-4, MW-5, and MW-6) shall
be sampled initially after construction and prior to any disposal activities as well as every February,
June, and September thereafter for the following parameters:
Chlorides Total Ammonia -Nitrogen (NH3-N)
Fecal Coliform Total Dissolved Solids (TDS)
Nitrate -Nitrogen (NO3-N) Total Organic Carbon (TOC)
pH Water Level
Volatile Organic Compounds (VOCs) in September only, using one of the following methods:
(A) Standard Method 6230D (PQL at 0.5 µg/L or Iess),

(B) Standard Method 6210D (PQL at 0.5 µg/L or less),
(C) EPA Method 8021 (Low Concentration, PQL at 0.5 µg/L or Iess),
(D) EPA Method 8260 (Low Concentration, PQL at 0.5 µg/L or less), or
(E) Another method with prior approval by the Groundwater Section Chief.
Any method used shall meet the following qualifications:
(1) The laboratory shall be Division certified to run any method used.
(2) The method used shall, at a minimum, include all the constituents listed in
Table VII1 of Standard Method 6230D.
(2) The method used shall provide a PQL at 0.5 µg/L or less, which shall be
supported by laboratory proficiency studies as required by the Division's
Laboratory Certification Unit. Any constituents detected above the MDL, but
below the PQL at 0.5 µg/L, shall be qualified (estimated) and reported.
If any VOCs are detected by the methods listed, then the Fayetteville Regional Office
Groundwater Supervisor, telephone number [phone], shall be contacted immediately for
further instructions regarding any additional follow-up analyses required. The results of all
initial and follow-up analyses shall be submitted simultaneously.
If TOC concentrations greater than 10 milligrams per liter are detected in any downgradient
groundwater monitoring well, additional groundwater sampling and analysis shall be conducted
to identify the individual constituents comprising the TOC concentration. If the TOC
concentration in the background (i.e., upgradient) groundwater monitoring well exceeds 10
milligrams per liter, this concentration shall be taken to represent the naturally -occurring TOC
concentration in the groundwater. Any exceedance of this naturally -occurring TOC
concentration in downgradient wells shall be subject to additional groundwater sampling and
analysis as described above.
The measurement of water levels shall be made prior to sampling the groundwater for the
remaining parameters. The depth to water in each groundwater monitoring well shall be
measured from the surveyed point on the top of the casing.
The results of the sampling and analysis shall be received on the "Groundwater Quality
Monitoring: Compliance Report Form" (i.e., GW-59 Form) on or before the last working day of
the month following the sampling month at the following address:
NCDENR-DWQ
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
11. The COMPLIANCE BOUNDARY for the disposal system shall be as specified by regulations in
15A NCAC 2L (i.e., "Groundwater Classifications and Standards"). The Compliance Boundary for
a disposal system individually permitted after December 31, 1983 shall be established at either (1)
250 feet from the waste disposal area or (2) 50 feet within the property boundary, whichever is
closest to the waste disposal area. An exceedance of groundwater quality standards at or beyond the
Compliance Boundary shall be subject to immediate remediation action in addition to the penalty
provisions applicable under North Carolina General Statute §143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY shall be established around the
disposal system midway between the Compliance Boundary and the perimeter of the waste disposal
area. Any exceedance of groundwater quality standards at the Review Boundary shall require
remediation action on the part of the Permittee.
10

12. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided. Note that the Division is specifically concerned with the potential for groundwater
migration and impacts to adjacent surface waters that intersect the groundwater table as a result of
operating the wastewater treatment and spray irrigation facilities. Therefore, the Division reserves
the right to require groundwater or surface water monitoring if problems with their quality arise in
the future.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to ensure proper
operation of the wastewater treatment and spray irrigation facilities.
2. The Permittee or his designee shall 'inspect the wastewater treatment and spray irrigation 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 Pernnittee
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.
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 wastewater
treatment and spray irrigation facilities 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 wastewater treatment and spray irrigation facilities are
constructed in accordance with the conditions of this permit, the approved plans and specifications,
and other supporting data.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data_
3. This permit shall not be transferable. In the event there is a desire for the wastewater treatment and
spray irrigation facilities to change ownership, or there is a name change of the Permittee, a formal
permit request shall be submitted to the Division accompanied by documentation from the parties
involved and other supporting materials as may be appropriate. The approval of this request shall
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 Statutes § 143-
215.6A through § 143-215.6C.
The issuance of this permit shall not preclude the Perrnittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies (i.e.,
local, state, and federal) which have jurisdiction, including, but not limited to, applicable river
buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A
NCAC Chapter 4 and under the Division's General Permit NCG0100000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC .0500.
21

6. A set of approved plans and specifications for the wastewater treatment and spray irrigation
facilities shall be retained by the Permittee for the life of the facilities.
The annual administering and compliance fee shall be paid by the Permittee 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 as specified by 15A NCAC 211.0205 (c)(4).
8. The Permittee, at least six months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Division shall review the adequacy of the wastewater treatment and
spray irrigation facilities described therein, and if warranted, shall extend the permit for such period
of time and under such conditions and limitations as it may deem appropriate.
Permit issued this the sixth day of August, 2001.
NORTH OLINA ` NTAL MANAGEMENT COMMISSION
� ` r
C� v
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0002994
12

Permit No. WQ0002994
August b, 2001
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 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.
13

IP
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CAROUNA LAKES
PERMI,r NO. WQ0002994
HARNETr COUNTY
14 MONITOR WELL LOCATIONS

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