WQ0006785_Final Permit_20050221

WA �F�Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
r' North Carolina Department of Environment and Natural Resources
(] Alan W. Klimek, P.E. Director
Division of Water Quality
February 21, 2005
Benjamin S. McLean, Mayor
Town of Murfreesboro
PO Box 6
Murfreesboro, NC 27855-0006
Dear Mr. McLean:
Subject: Permit No. WQ0006785
Town of Murfreesboro
Wastewater Surface Irrigation
Hertford County
In accordance with your permit renewal and modification request received March 14, 2002, and
subsequent additional information received June 18, 2002, February 25, 2003, July 14, 2004, and October
5, 2004, we are forwarding herewith Permit No. WQ0006785, dated February 21, 2005, to Town of
Murfreesboro for the continued operation of the subject wastewater treatment and surface irrigation
facilities.
This permit shall be effective from the date of issuance until January 31, 2010, shall void Permit
No. WQ0006785 issued April 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 pants, 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 Michelle McKay at
[phone].
Sincere] ,
Alan W. Klimek, P.E.
cc: Hertford County Health Department
Washington Regional Office, Aquifer Protection Section
Robert Graham, P.E.
APS Central Files
LAU Files
No 1hCarolina
ll�lll'!7t'�lf
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: h2o.enr.state. nc.us 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]
An Equal OpportunitylAffirmative Action Employer— 5TIo Recycled110% Post Consumer Paper

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
Town of Murfreesboro
Hertford County
FOR THE
continued operation of a 452,204 gallon per day (GPD) surface irrigation treatment and disposal facility
consisting of approximately 1,234 linear feet of 12-inch gravity sewer, two lagoons in series with an
approximate volume of 16.66 MG, a bar screen, dual grit chambers, a parshall flume with flow recording,
dual 825 GPM influent screw pumps, post chlorination, dual 1,200 GPM spray irrigation pumps with
approximately 7,600 linear feet of 12-inch force main, approximately 61.1 acres of wetted spray irrigation
area, stand-by power generator to serve the Town of Murfreesboro, with no discharge of wastes to the
surface waters, pursuant to the application received March 14, 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 pen -nit.
This permit shall be effective from the date of issuance until January 31, 2010, shall void Permit
No. WQ0006785 issued April 16, 1997, and shall be subject to the following specified conditions and
limitations:
L 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 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, such as the construction of additional or replacement
wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Pennittee 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 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,
g) 50 feet between treatment units and property lines, and
h) 100 feet between wetted area and structures that previously functioned as swales.
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 Pennittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201 _ The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained.
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.
6. 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. No type of wastewater other than that from Town of Murfreesboro shall be irrigated 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.
9. 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,
10. Freeboard in the lagoons shall not be less than 1.5 feet at any time.
2

11. The application rates for each Zone and soil type shall not exceed the application rates given in the
following table.
Zone
Soil Type
Acreage
Application Rate (inlwk)
Gallons/Week
1
TaB
3
2.72
221,560
RuA-V
2
1.46
79,284
Eunola
1.1
0.78
23,296
Bibb
1.1
0.78
23,296
2
TaB
4.6
2.72
339,726
RuA-V
2.7
1.46
107,033
Bibb
0.5
0.78
10,589
3
TaB
3.3
2.72
243,716
RuA
0.4
1.88
20,418
RuA-V
0.5
1.46
19,821
Bibb
0.6
0.78
12,710
4
TaB
3.6
2.72
265,872
RuA
0.8
1.88
40,837
Bibb
0.4
0.78
8,473
5
TaB
3.8
2.72
280,643
RuA
0.3
1.88
15,314
6
TaB
2.1
2.72
155,092
Bibb
0.5
0.78
10,592
7
TaB
1.8
2.72
132,936
RuA
2.4
1.88
122,510
RuA-V
0.7
1.46
27,749
Eunola
0.8
0.78
16,947
Bibb
1.9
0.78
40,248
8
TaB
1
2.72
73,853
RuA
3.6
1.88
183,765
RuA-V
0.8
1.46
31,714
Eunola
0.3
0.78
6,353
Bibb
0.7
0.78
14,825
Bibb-V
1
0.78
21,178
9
RuA
5.4
1.88
275,647
Eunola
4.7
0.78
99,539
10
RuA
4.7
1.88
239,915
RuA-V
0.9
1.46
35,678
Eunola
1.5
0.78
31,768

12. 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.
13. A protective vegetative cover shall be 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
I. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
3. The effluent from the subject facilities shall be monitored by the Permittee at the point prior to
irrigation every March, July and November for the following parameters:
BOD5
TSS
NO-,-NO3 Fecal Coliform
NH3 as N
TKN
pH Total Phosphorous
4. The Permittee tracking the amount of wastewater disposed shall :maintain adequate records. 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.
5. Freeboard in the lagoons shall be recorded weekly.
4

6. Three (3) copies of all monitoring data [as specified in Conditions III(2) and III(3)] on Form NDMR-
1 and three (3) copies of all operation and disposal records [as specified in Conditions 11I(4) and
11I(5)] on Form NDAR-1 shall be submitted on or before the last day of the following month, All
information shall be submitted to the following address:
Division of Water Quality
Information Processing 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
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
PH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
8. Noncompliance Notification:
The Pen-nittee 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
1. Within ninety (90) days of permit issuance, a new shallow monitor well, MW-10, shall be installed to monitor
groundwater quality. The well 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 for this well is
near monitor well MW-7 and is marked on Figure 2. The monitoring well shall be Iocated at the Review
Boundary, constructed in accordance with this permit, and approved by the Washington Regional Office.
2. 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, provided that they are a natural person, must physically
perfonn the actual well construction activities. All well(s) must be constructed according to the North
Carolina Well Construction Standards (I5A NCAC 2C .0108) and any local county rules.
3. Within sixty (60) days of permit issuance, monitor well(s) Mw-3, MW-6, WM-7, MW-8 and MW-9, 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).
4. 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.
5. Within thirty (30) days of completion of all well construction activities, a certification must be received from
a professional engineer or licensed geologist certifying that the monitoring wells are located according to the
permit.
6. New monitor well MW-10 shall be sample initially after construction for the parameters listed below. Monitor
well MW-1 (2425), MW-2 (2426), MW-4 (2428), MW-5 (2429) and MW-10 shall be sampled every
February, June and October for the following parameters:
Chloride Total Ammonia
Fecal Colifonns Total Dissolved Solids
Nitrate (NO3) Total Organic Carbon
pH Water Levels
Volatile Organic Compounds - In November only by Method 6230D below
Method 6230D (Capillary - Column), "Standard Methods For The Examination of Water and
Wastewater", 17th ed., 1989
The measurement of water levels trust 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.
a. 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.
1i

b. 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 Deflection Limit (MDL) but below the PQL of 0.5 ug/L
must be qualified (estimated) and reported.
Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified for
those parameters required.
Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
7. All reports and documentation (GW-1, (-rW-30, (iW-59) shall be mailed to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Updated blank forms (GW-I, GW- 30, 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.
8. 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 in
the "Reporting / Documentation" section of the Groundwater Requirements. Initial Compliance Monitoring
Forms that do not include copies of the GW-I fon-n 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.
9. 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 in the "Reporting /
Documentation" section of the Groundwater Requirements), 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.
10_ Within sixty (60) days of completion of the monitoring welI(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:
i. 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.

I l . 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 in the "Reporting / Documentation"
above.
The permittee is responsible for the geographic accuracy of any map submitted, however produced
12. Waste shall not be applied or discharged onto or below the land surface when the vertical separation between
the waste and the seasonal high water table is less than one (1) foot.
13. 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
individually permitted 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 pant of the permittee.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or Iead to the release of
wastes to the environment, a threat to human health, or a nuisance. The Pernittee 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 of Water Quality or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of Water Quality 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
L 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.

5. 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 goverriment agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. The Permittee shall retain a set of approved plans and specifications for the life of the project.
7. The Permittee must pay the annual administering and compliance fee within thirty (30) days after
being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revolve this permit as specified by 15A NCAC 2H .0205 (c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.
Permit issued this the 21st day of February, 2005
NORTH CWLINA ENVIRONMENTAL MANAGEMENT COMMISSION
flan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0006785

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Name: MURFREESBORO Location: 036` 27' 17.0" N 077° 04' 37-8" W JUN 3 2002
Date: 5/24/102 Caption: Town of Murfreesboro
Scale: 1 inch equals 1000 feet WQ0006785
t(0) 199;, sp.ac ,'rtc. E ' �'

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W-c1�5 to be- FIGURE 2
TOWN OF MURFREESBORO
SPRAY IRRIGATION SYS
HERTFORD COUNTY
SITE DETAIL M"