WQ0013348_Final Permit_20030530

F WArF
�0 90 Michael F. Easley, Governor
6 William C. Ross Jr.. Secretary
r' North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E_ Director
Division of Water Quality
May 30, 2003
JAMEs R. KRAUSS — SUPERINTENDENT
BAY RIVER METROPOLITAN SEWER DISTRICT
101 NORTH FOURTH STREET
BAYBORO, NORTH CAROLINA 28515
Subject: Permit No. WQ0013348
Pamlico Regional Wastewater Facilities
Wastewater Surface Irrigation
Pamlico County
Dear Mr. Krauss:
In accordance with your renewal request received February 8, 2002, and subsequent additional
information received May 14, 2002 and May 8, 2003, we are forwarding herewith Permit No. WQ0013348, dated
May 30, 2003, to Bay River Metropolitan Sewer District for the continued operation of the subject wastewater
treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2008, shall void Permit No.
WQ0013348 issued July 16, 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 15013 of the North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at (919)
733-5083 extension 533.
l r`
Sincerely,
mek, P.E.
cc: Pamlico County Health Department
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Groundwater Section, Central Office
Kevin Eberle, PE — McKim & Creed, P.A.
Technical Assistance and Certification Unit
Water Quality Central Files
NDPU Files
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1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE 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
Bay River Metropolitan Sewer District
Pamlico County
FOR THE
continued operation of a 500,000 gallon per day (GPD) surface irrigation treatment and disposal facility
consisting of the:
Oriental Wastewater Treatment Facility, which consists of a three (3) stage facultative lagoon with a total surface
area of 9.67 acres (Cell 1 — 4.05 acres, Cell 2 — 2.52 acres and Cell 3 — 3.10 acres), a gas chlorinator, a standby
generator, an effluent pump station with two (2) submersible pumps and an effluent flow meter (flow is conveyed
to the 22 million gallon storage lagoon at the Bayboro Wastewater Treatment Facility), the
Bayboro Wastewater Treatment Facility, which consists of a three (3) stage facultative lagoon with a total surface
aueu of 9.4 acres, two (2) 150,000 gallon clarifiers with floculent addition (alum), two (2) 15,000 gallon aerobic
digesters, an effluent pump station, chlorine disinfection facilities, a 22 million gallon lined storage lagoon, and
an effluent pumping station with two (2) 1,500 gallon per minute (gpm) pumps, the
Arapahoe Spray Irrigation Facility, which consists of a 100,000 gallon covered concrete flow equalization tank
with an odor control system, an irrigation pump station with three (3) vertical turbine pumps, flow metering
equipment and standby generator, approximately 23,500 linear feet of 8-inch and 12-inch force mains for effluent
distribution to ten (10) irrigation zones with a total wetted area of 137 acres, approximately 143,700 linear feet of
3-inch and 6-inch diameter aluminum irrigation laterals to 3,260 sprinkler heads on 3-foot risers, a telemetric
alarm system for pump monitoring,
and all associated appurtenances to serve the Pamlico Regional Wastewater Facilities, with no discharge of wastes
to the surface waters, pursuant to the application received February 8, 2002, and subsequent additional
information received by the Division, 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 April 30, 2008, shall void Permit No.
WQ0013348 issued July 16, 1997, and shall be subject to the following specified conditions and limitations:

I. PERFORMANCE STANDARDS
The surface 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 thzt 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.
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 drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between 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 that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specked in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained_ The annual nutrient assimilation capacity
of the cover crop shall not be exceeded.
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 irrigation field.
2

The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
7. The application rate for:
a. Spray Fields 1-7 shall not exceed a cumulative loading of 68.3 inches over any twelve (12) month
period at an instantaneous application rate not to exceed 0.5 inches per hour.
b. Spray Fields 8-10 shall not exceed a cumulative loading of 16.8 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.2 inches per hour.
No type of wastewater other than that from Pamlico Regional Wastewater Facilities shall be irrigated
onto the irrigation area.
9. An automatically activated standby power source shall be on site and operational at all times. If a
generator is employed as an alternate power supply, it shall be tested weekly by interrupting the
primary power source.
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. Freeboard in the effluent storage lagoon shall not be less than two feet at any time.
13. If not already installed, a waste -level gauge, to monitor waste levels in the storage pond, shall be
installed within 60 days of issuance of this permit. This gauge shall have readily visible permanent
markings indicating the maximum liquid level at the top of the temporary liquid storage volume,
minimum liquid level at the bottom of the temporary liquid storage volume, and top of the dam
elevations. Caution must be taken not to damage the integrity of the liner when installing the gauge.
14, A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas,
and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow
on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or
otherwise controlled and accessible.

III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Perminee 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 14 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
Plans and specifications for the flow measuring device shall be prepared by a licensed Professional
Engineer and submitted to the appropriate regional office 30 days prior to installation. The flow
measuring device shall be installed within I year of the date of this permit.
3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to
irrigation every month for the following parameters:
Fecal Coliform
BOD5
TKN
Total Phosphorous
NH3 as N
TSS
NOZ-NO3
pH
4. 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 -bate hydraulic (inches/acre) loadings for each field,
f. weather conditions, and
g. maintenance of cover crops.
5. Freeboard in the effluent storage lagoon shall be recorded weekly.
4

6. Three (3) copies of all monitoring data [as specified in Conditions HI(2) and 11](3)] on Form NDMR-
1 and three (3) copies of all operation and disposal records [as specified in Conditions 111(4) and
III(5)] on Form NDAR-1 shall be submitted monthly on or before the last day of the following
month. All information shall be submitted to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation 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
Magnesium
Zinc
Percent Hun -tic Matter
Calcium
Potassium
Copper
Cation Exchange Capacity
Sodium
Phosphorus
pH
Manganese
Exchangeable Sodium Percentage
Base Saturation (by calculation)
8. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481; 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.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.

IV. GROUNDWATER REQUIREMENTS
Well Construction / Abandonment Criteria:
Within ninety (90) days of permit issuance, two (2) monitor wells designated as MW-13 and
NM-14 shall be installed in the vicinity of the old Bayboro lagoon and three (3) monitor wells
designated as MW-15. MW-16, and MW-17 shall be installed in the vicinity of the Oriental
lagoons to monitor groundwater quality. The well(s) shall be constructed such that the water level
in the well is never above or below the screened (open) portion of the well at any time during the
year. The general location and name for each well is marked on Figures land 2. Each monitoring
well shall be located at the Review boundary, constructed in accordance with this permit, and
approved by the Washington Regional Office.
b. The well(s) must be constructed by either a North Carolina Certified Well Contractor, the
property owner, or the property lessee according to General Statutes 87-98.4(b)(2)_ If the
construction is not performed by a certified well contractor, the property owner or lessee must
physically perform the actual well construction activities, and the well(s) must be constructed
according to the North Carolina Well Construction Standards (15A NCAC 2C .0108) and the
local county rules.
Within sixty (60) days of permit issuance, monitor well MW-IX and piezometers P-1 and P-2,
shall be temporarily abandoned by securing the wellheads to prevent access by hand. Each well
shall have a lockable cap and be locked in order to reasonably ensure against unauthorized access
and use [15A NCAC 2C .0108(c)(7)]. The well(s) shall be further secured by placing a
compatible watertight cap or seal onto the riser pipe to prevent potential contamination from
entering the well(s).
d. The Washington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours prior to the construction of any monitoring well so that an inspection can be
made of the monitoring well location. Such notification to the regional groundwater supervisor
shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding state holidays.
e. Within thirty (30) days of completion of all well construction activities, a certification must be
received from a professional engineer or a licensed geologist certifying that the monitoring wells
are located according to this permit.
2. Sampling Criteria:
a. The new monitor wells designated as MW-13, MW-14, MW-15, MW-16, and MW-17 (depicted
on Figures 1&2) shall be sampled initially after construction and thereafter every March, July,
and November for the parameters listed below. Existing monitor wells MW-1, MW-2, MW-3,
MWA MW-5, and MW-6 at the Arapahoe spray irrigation sites (depicted on Figure 3) and
monitor wells MW-7, MW-8, MW-9, MW-10, MW-11, and MW-12 located at the Bayboro
lagoon site (depicted on Figure 1) shall be sampled every March, July, and November for the
parameters listed below. Prior to sampling the parameters, the measurement of water levels must
be taken. 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
relative to a common datum.
Water Level
Chloride
Total Organic Carbon (TOC)
Nitrate (NO3-N)
Fecal Coliforms
Total Ammonia Nitrogen (NH3-N)
pH
Total Dissolved Solids (TDS)
Volatile Organic Compounds (VOQ
1 Sampled in November only

b. For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are detected in any
down -gradient 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 down -gradient wells shall be subject to the additional sampling and
analysis as described above.
c. For Volatile Organic Compounds (VOCs) sampled in November, use only one of the following
methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less
2) Standard Method 6210, PQL at 0.5 ug/L or less
3) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
4) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
5) Another method with prior approval by the Groundwater Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the constituents
listed in Table VIII of Standard Method 6230D. Any method used must provide a PQL of 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 Method Detection Limit
(MDL) but below the PQL of 0.5 ug/L must be qualified (estimated) and reported.
Reporting / Documentation:
a. All reports and documentation (GW-1, GW-59) shall be mailed to the following address:
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Updated blank forms (GW-1, GW-59) may be downloaded from the Groundwater Section's
website at http://gw.ehnr.state.nc.us/ or requested from the address mentioned above.
b. For the initial sampling of the well(s), the permittee shall submit a copy of the GW-1 Form (Well
Construction Record) with the Compliance Monitoring Form (GW-59) for each well to the
address listed above. Initial Compliance Monitoring Forms that do not include copies of the GW-
1 form may 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 NC
General Statutes 143-215.6A.
c. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section (address listed above), on or
before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the permit conditions must be reported using the most
recent GW-59 form along with attached copies of the laboratory analyses.

d. Within sixty (60) days of completion of all monitoring well(s), the permittee shall submit two
original copies of a scaled site map (scale no greater than 1"=100); however, special provisions
may be granted upon prior approval for large properties. The map(s) must include the following
information:
1) The location and identity of each monitoring well.
2) The location of major components of the waste disposal system.
3) The location of property boundaries within 500 feet of the disposal area(s).
4) The latitude and longitude of the established horizontal control monument.
5) The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
6) The depth of water below the measuring point at the time the measuring point is established.
7) The location of Review and Compliance boundaries.
8) The date the map is prepared and/or revised.
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. Maps and
any supporting documentation shall be sent to the Groundwater Section as addressed above_
The permittee is responsible for the geographic accuracy of any map submitted, however
produced.
4. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted after December 31, 1983 is established at either 250 feet
from the waste disposal area, or 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 according to 15A NCAC 2L
.0106(d)(2).
b. The 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 action in accordance with 15A NCAC 2L .0106(d)(1).
V. INSPECTIONS
!. Adequate inspection, maintenance, and cleaning shall be provided by the Perrnittee 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 exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCGO10000, 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.
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.
Permit issued this thef30th day of May, 2003
NORTHe, OLINA E N-,\7R.ONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013348
9

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