WQ0005849_Final Permit_20001113

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
November 13, 2000
Jim Highley, Senior Regional Manager
North Topsail Utilities, Inc.
Post Office Box 240908
Charlotte, NC 28224
174, Y
Ilk"
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
Subject: Permit No. WQ0005849
North Topsail Utilities, Inc.
Wastewater Spray Irrigation
Onslow County
Dear Mr. Jim Highley:
In accordance with your application received August 10, 2000, we are forwarding herewith
Permit No. WQ0005849, dated November 13, 2000, to North Topsail Utilities, Inc. for the continued
operation of the subject wastewater treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until October 31, 2005, shall void
Permit No. WQ0005849 issued June 1, 2000, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements in this permit. Please
note Condition ILA has been added to address proper lagoon berm maintenance and Condition
I1.3 has been modified to include crop removal by request of the Wilmington Regional Office.
Also note that Condition 11.8 has been modified to annual application rates rather than a daily
application rates. Failure to establish an adequate system for collecting and maintaining the required
operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in -this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall
be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

If you need additional information concerning this matter, please contact Stephanie Milam at
[phone] extension 544.
E
Kerr T. Stevens
cc: Onslow County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater'Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
l'
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
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
North Topsail Utilities, Inc.
Onslow County
continued operation of a Parshall Flume with a flow meter and totalizer capable of reading a flow between zero and 1.2
MGD, a manual bar screen and related valves, piping and appurtenances required for proper operation; and the
continued operation of replacement pumps (two, 1,000 GPM pumps with an additional emergency 1,000 GPM pump)
and equipment for the main sewage pumping system (including an auto dialer, emergency generator and a separate
standby generator hook up on the primary pump) for the North Topsail Utilities, Inc. collection and treatment system
without an increase in pumping capacity as listed below, and
continued operation of a 877,000 GPD (limited to 629,000 GPD until such time as condition 18 is satisfied and
written approval is obtained to increase the influent flow to 877,000 GPD) spray irrigation treatment and disposal
facility consisting of approximately 3,200 linear feet of twelve inch gravity sewer, approximately 3,000 linear feet of
six inch force main, approximately 26,730 linear feet of ten inch force main, approximately 19,100 linear feet of
twelve force main, a 2,600 GPM duplex pump station with high water alarms and standby power, two 1,050 GPM
duplex pump stations, each with high water alarms and standby power, a three cell (42.2 acre) stabilization / holding
lagoon, gas chlorination with a contact chamber, a recording flow meter, a 1,050 GPM irrigation pump station with
duplex pumps and automatic shutoff controls, and approximately 175 acres of wastewater irrigation area leased from
Marlow F. Bostic and the implementation. of the "Plan of Action" dated September 24, 1991, as amended October 23,
1991, and November 14, 1991 to serve North Topsail Utilities, Inc., with no discharge of wastes to the surface waters,
pursuant to the application received August 10, 2000, 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 October 31, 2005, shall void Permit No.
WQ0005849 issued June 1, 2000, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The 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 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.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.
The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
4. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
5. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
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 which are for the purpose of
increasing the flow that is tributary to the facility. These buffers do apply to any expansion r
modification of the spray irrigation areas and apply in instances in which the sale of property would cau:
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.
6. The influent flow to the treatment facilities must not exceed 629,000 GPD until after it has been
satisfactorily demonstrated that the site is capable of functioning at a higher loading rate and
written approval is obtained from the Wilmington Regional Office. This written approval must be
obtained prior to an increase in the influent flow above 629,000 GPD to the design capacity of
877,000 GPD. The maximum permitted flow of 877,000 GPD shall not be exceeded at any time.
7. The permittee shall complete the construction of the fourth lagoon, as approved and required under non -
discharge Permit No. 7345R2A2 issued July 27, 1988. Your attention is directed to the following
conditions which were a part of that permit and are being incorporated into this permit.
Following installation and inspection of the lagoon liner, and prior to waste disposal operations, verification
of the liner's compliance with hydraulic conductivity and thickness specifications must be provided to the
Division of Water Quality, Groundwater Section, by the project engineer. The liner must be at least one
foot thick at all locations and must have a maximum permeability of Ix10-6 cm/sec (unless it can be
demonstrated by predictive calculations or acceptable modeling methods that operation of the lagoon
without a liner will not result in a contravention of groundwater quality standards).
9. A minimum vertical separation of three feet must be provided between the bottom of the lagoon and the
seasonal high water table.
10. Prior to operation of this lagoon, written approval must be received from the Wilmington Regional Office. t
11. The existing influent piping enters the lagoon via submerged inlet. The design drawing depicts this existing
12 inch influent line as a bypass of the flow meter and bar screen. Upon completion of this flow meter
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installation, the permittee shall physically disconnect this 12 inch bypass line that contains the submerged
inlet in order to eliminate potential flow reversal.
H. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. 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 Ieast 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 11, III, and IV facility at least daily,
excluding weekends and holidays, and trust properly manage and document daily operation and
maintenance of the facility and must comply with all other conditions of 15A NCAC 8G .0202.
3. A suitable year round vegetative cover shall be maintained, which includes crop removal, on the spray
irrigation areas at all times. The vegetation management plan, which recommends Coastal Bermuda grass
and Fescue -rye grass mixture as a cover crop for the irrigation areas, shall be followed. Any variation
from the plan shall require recommendations of a soils scientist and the approval of the Wilmington
Regional Office.
4. 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 accessible.
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 spray 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.
The initial application rate for the irrigation zones shall not exceed the following:
Initial Application Rate
Zone
inches / ear
1
62.05
2
52.93
3
52.93
4
62.05
5
52.93
6
70.57
7
69.35
8
69.35
9
67.53
10
67.53
11
67.53
12
60.83
13
70.57

14
69.35
15
67.53
16
67.53
17
60.83
18
62.05
19
60.83
The initial Ioading rates may be increased after a demonstration, to the satisfaction of the Wilmington
Regional Supervisor, that the system is capable of successfully operating at an increased loading rate.
Upon thorough review by the Wilmington Regional Supervisor, increases may be authorized by the
Supervisor not to exceed the maximum, hydraulic loadings:
Initial Application Rate
Zane
(inches„Iyear)
1
80.3
2
80.3
3
80.3
4
80.3
5
80.3
6
83.95
7
82.73
8
82.73
9
83.95
10
83.95
11
83.95
12
80.3
13
83.95
14
82.73
15
89.43
16
89.43
17
80.3
18
80.3
19
80.3
Should the system fail to operate at the increased loading rates, the Pennittee shall immediately reduce the
application rates to the initial loading rates.
9. No type of wastewater other than that from North Topsail Utilities, Inc. shall be sprayed onto the irrigation
area.
10. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
11. Public access to the land application sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site.
12. The surface of the irrigation areas shall be scarified as necessary to prevent the sealing of the soil surface
which may result in ponding.
13. There shall be no irrigation on the spray fields within 24 hours of a rainfall event greater than or equal to
0.25 inch.
u
14. There shall be no irrigation on the spray fields when the ground is frozen or in a condition which will
likely result in ponding or runoff from the site.
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15. The crop management plan developed by Mr. Ed Karnoski shall be following in the operation of this
facility. The waterways bounding the spray fields shall be reshaped as recommended by Mr. Karnoski's
report using an 8 to I side slope at least 3 feet deep. Any deviation from this plan must be approved by the
Wilmington Regional Office.
16. Freeboard in the stabilization / holding lagoon shall not be less than two feet at any time,
17. The Perrnittee shall provide for the pump stations and force mains the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the pump
station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three feet
cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed necessary by
the Division to insure surface and ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
2. 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 of irrigation,
b. volume of wastewater irrigated,
c. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. weather conditions, and
g. maintenance of cover crops.
3. Influent flow shall be continuously monitored and daily flow values shall be reported on Form NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved engineering
and scientific practices to ensure the accuracy and reliability of influent flow measurement. Flow
measurement devices selected shall be capable of measuring flows with a maximum deviation of less than
10 percent from true flow, accurately calibrated at a minimum of once per year, and maintained to ensure
that the accuracy of the measurements is consistent with the accepted capability of that type of device.
Records of flow measurement device calibration shall be kept on file by the Permittee for a period of at
least three years. At a minimum, data to be included in this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow

4. Samples shall be collected twice per month from the storage lagoon and analyzed by a certified laboratory
for the following parameters:
BOD5 TOC
Total Coliform pH
NH3 as N TKN
NO3
Samples shall be collected monthly from the surface waters at the location marked by
"NT-5" on the attached figure (Surface Water Monitoring) and analyzed by a certified laboratory for the
following parameters:
TKN TOC
Total Coliform NH3 as N
NO3
6. Three (3) copies of all operation and disposal records (as specified in condition Ill 2) on Form NDAR-1
and three (3) copies of all effluent monitoring data (as specified in condition 111 3 and 1II 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 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
Calcium
Copper
Magnesium
Cation Exchange Capacity
8. Noncompliance Notification:
Manganese Potassium
Percent Humic Matter Sodium
pH Zinc
Exchangeable Sodium Percentage Phosphorus
Base Saturation (by calculation)
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.
N

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
Within sixty days of permit re -issuance, monitoring well MW-2 shall be abandoned according to 15A
NCAC 2C .0113 (Abandonment of Wells).
2. Existing Monitor Wells MW-I and MW-3 shall be sampled every March, July, and November. This
monitoring schedule shall be adhered to, and any substances found to have consistently low
concentrations during the next several years of -consecutive sampling events may, with the authorization
of the Division, be dropped from the monitoring program. Sampling shall be performed for the following
parameters:
Water Level pH
Nitrate Nitrogen TDS
Ammonia Nitrogen TOC
Chlorides Fecal Coliforms
Volatile Organic Compounds — (in November only) by one of the following methods:
(A) Standard Method 6230D, PQL at 0.5 ug/L or less
(B) Standard Method 6210D, PQL at 0.5 ug/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
(E) Another method with prior approval by the Groundwater Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents listed in Table Vlll of
Standard Method 6230D.
(3) The method used must provided a PQL at 0.5 ug/L or less which must be supported by
laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any
constituents detected above the MDL but below the PQL at 0.5 ug/L must be qualified
(estimated) and reported.
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.
If TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring well, additional
sampling and analysis must be conducted to identify the individual constituents comprising this TOC
concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l,
this concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to
the additional sampling and analysis as described above.
If any volatile organic compounds are detected by Method 6230D, then the Wilmington Regional Office
Groundwater Supervisor, telephone number 910-395-3900, must be contacted immediately for further
instructions regarding any additional follow-up analyses required. The results of all initial and follow-up
analyses must be submitted simultaneously.

The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Goundwater Section, Permits and Compliance Unit.
1636 Mail Service Center, Raleigh, N.C. 27699-1636 on or before the last working day of the mon'
following the sampling month.
Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
4. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L,
Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system
constructed after December 31, 1983 is 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 is subject to immediate
remediation action in addition to the penalty provisions applicable under General Statute 143-
215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal systems
midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require remediation action on the part of the permittee.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the' wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release of
wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an inspectii
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 Ieachate.
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. 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 Ch. 4 and under the Division's General
Permit NCG0100000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 2H
.0500.
6. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty (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 2H .0205 (c)(4).
The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described therein,
and if warranted, will extend the permit for such period of time and under such conditions and limitations
as it may deem appropriate.
9. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions of
this non -discharge permit or the governing statutes or regulations. Prior to the initiation of these
connection activities, appropriate approval must be received from this Division.
10. The Permittee shall advise the Wilmington Regional Office in writing of any change in the assignments of
the designated farm manager and alternate manager within 14 days of the change.
11. The farm manager shall always be provided with a copy of the most current version of this permit.
12. A stormwater management plan must be submitted to and approved by the Wilmington Regional Office in
accordance with 15A NCAC 2H .1000.
Permit issued this thX13`s day of November, 2000
NORTH G OLINA E /MONIAENTAL MANAGEMENT COMMISSION
-fKerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0005849

Permit No. WQ0005849
November 13, 2000
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.
10

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