WQ0005849_Final Permit_20000601

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
June 1, 2000
CARL DANIEL, VICE PRESIDENT, REG. DIR. OF OPERATIONS
UTILITIES, INC.
5701 WEST PARK DRIVE, SUITE 101
CHARLOTTE, NC 28210
Dear Mr. Daniel:
I ilkf?*
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No, WQ0005849
Utilities, Inc.
Wastewater Spray Irrigation
Onslow County
In accordance with your request received March 15, 2000, we are forwarding herewith Permit No.
WQ0005849, dated June 1, 2000, to Utilities, Inc. for the continued operation of the subject wastewater
treatment and spray irrigation facilities.'This permit is being issued to reflect the transfer in ownership of the
subject facility from North Topsail Water & Sewer, Inc. to Utilities, Inc.
This permit shall be effective from the date of issuance until February 28, 2001, shall void Permit No.
WQ0005849 issued September 3, 1997, 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Kristin E. Miguez at (919)
733-5083 extension 524.
Kerr T. Stevens
cc: Onslow County Health Department
Carolina Benchmark Engineers -Surveyors -Planners
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
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

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
Utilities, Inc.
Onslow County
FOR THE
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 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 1. 6. 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 -inch 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 Utilities, Inc., with no discharge of wastes to the surface waters, pursuant to the
request received March 15, 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 February 28, 2001, shall void Permit No.
Wg0005849 issued September 3, 1997, 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.
3. 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 Iines,
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 or
modification of the spray 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.
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. 7346R2A2 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.
8. 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 lxl0-6 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).

II.
P. 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.
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 installation, the permittee shall physically disconnect this 12 inch bypass line that contains the
submerged inlet in order to eliminate potential flow reversal.
OPERATION AND MAINTENANCE REQUIREMENTS
1. 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 least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the
appropriate type and grade to comply with the conditions of 15A NCAC 8A .0202. The ORC of the
facility must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily,
excluding weekends and holidays, and must properly manage and document daily operation and
maintenance of the facility and must comply with all other conditions of 15A NCAC 8A .0202.
A suitable vegetative cover shall be maintained on the spray irrigation areas at all times. The vegetation
management plan, which recommends Coastal Bermuda grass and Fescue -rye grass mixture as a cove,
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. Irrigation shall not be performed during inclement weather or when the ground is in a condition that will
cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
G. The facilities shall be effectively maintained and operated
as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The initial application rate for the irrigation zones shall not exceed the following:
Initial Application Rate
Application
Zone (inches / day),
Frequency
1 0.51
Every 3rd day
2 0.29
Every 2nd day
3 0.29
Every 2nd day
4 0.51
Every 3rd day
5 0.29
Every 2nd day
G 0.58
Every 3rd day
7 0.57
Every 3rd day
8 0.57
Every 3rd day
9 0.37
Every 2nd day
10 0.37
Every 2nd day
11 0.37
Every 2nd day
12 0.50
Every 3rd day
continued on the next page...

91
13
0.58
Every 3rd day
14
0.57
Every 3rd day
15
0.37
Every 2nd day
16
0.37
Every 2nd day
17
0.50
Every 3rd day
18
0.51
Every 3rd day
19
0.50
Every 3rd day
The initial loading 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
Application
Zone
inches 1 day)
Fre uenc
1
0.66
Every 3rd day
2
0.44
Every 2nd day
3
0.44
Every 2nd day
4
0.66
Every 3rd day
5
0.44
Every 2nd day
6
0.69
Every 3rd day
7
0.68
Every 3rd day
8
0.68
Every 3rd day
9
0.46
Every 2nd day
10
0.46
Every 2nd day
11
0.46
Every 2nd day
12
0.66
Every 3rd day
13
0.69
Every 3rd day
14
0.68
Every 3rd day
15
0.49
Every 2nd day
16
0.49
Every 2nd day
17
0.66
Every 3rd day
18
0.66
Every 3rd day
19
0.66
Every 3rd day
Should the system fail to operate at the increased loading rates, the Permittee shall immediately reduce the
application rates to the initial Ioading rates.
No type of wastewater other than that from Utilities, Inc. shall be sprayed onto the irrigation area.
No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. 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.
11. The surface of the irrigation areas shall be scarified as necessary to prevent the sealing of the soil surface
which may result in ponding.
12. There shall be no irrigation on the spray fields within 24 hours of a rainfall event greater than or equal to
0.25 inch.
13. 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.
4

14. 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 1 side slope at least 3 feet deep. Any deviation from this plan must be approved by th'
Wilmington Regional Office.
15. Freeboard in the stabilization i holding lagoon shall not be less than two feet at any time.
16. The Permittee 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
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. Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed. These
records shall include, but are not necessarily Iimited to, the following infonnation:
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
;. maintenance of cover crops_
3. 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
5

4. 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
5. Three (3) copies of all operation and disposal records (as specified in condition 1112 shall be submitted on
Form NDAR-1), all monitoring data (as specified in condition III 3 shall be submitted on Form NDMR-1),
all surface water monitoring data (as specified in condition III 4), and any other data as may be required
and shall be submitted on or before the last day of the following month. This information shall be
submitted on or before the last day of the month following sample collection to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge CompliancelEnforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
6. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910) 395-
3900, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the facility;
or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance with
its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter form within five
(5) days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
0

IV. GROUNDWATER REQUIREMENTS
1. Within sixty days of permit reissuance, monitoring well MW-2 shall be abandoned according to 15A
NCAC 2C .0113 (Abandonment of Wells).
2. Monitor wells MW-1 and MW-3 shall be sampled every March, July, and November for the following
parameters:
Water Level pH
Nitrates TDS
Ammonia Nitrogen TOC
Chlorides Fecal Coliforms
Volatile Organic Compounds - In November only (by Method 1 below)
Method 1: Method 6230D (Capillary -Column), "Standard Methods For The Examination of
Water and Wastewater", 17th ed., 1989
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 measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative
elevation of the measuring point for each monitoring well.
If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional
sampling and analysis must be conducted to identify the individual constituents comprising this TOC
concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/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 shall be sent to the Groundwater Section, Permits and Compliance
Unit, P.O. Box 29578 Raleigh, N-C. 27626-0578 on Form GW-59 [Compliance Monitoring Report Form]
every April, August and December.
3. 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).
5. 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 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 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
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 preclude 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.
A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of the project.
The annual administering and compliance fee trust 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 Ieast 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 Permittee shall advise the Wilnrzington Regional Office in writing of any change in the assignments of
the designated farm manager and alternate manager within 14 days of the change.

10. The farm manager shall always be provided with a copy of the most current version of this permit.
11. A stormwater management plan must be submitted to and approved by the Wilmington Regional Office ii
accordance with 15A NCAC 2H .1000.
Permit issued this thrst day of June, 2000
NORTH
AL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0005849

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