WQ0003765_Final Permit_20021010

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Michael F. Easley, Governor
7 William G. Ross Jr- Secretary
�i North Carolina Department of Environment and Natural Resources
i� Alan W. Klimek, P.E.. Director
Division of Water (duality
October 10, 2002
Walter B. Hartman, Jr., City Manager
City of New Bom
PO Box 1129
New Bern, NC 28563
Subject: Permit No. WQ0003765
City of New Bern
New Bern Seven Water Reclamation Facility
Wastewater Treatment and Reclaimed Water Utilization
System
Craven County
Dear Mr. Hartman.
In accordance with your application received April 16, 2002, we are forwarding herewith Permit Number.
WQ0003765, dated October 10, 2002, to City of New Bern for the continued operation of the subject wastewater treatment
reclaimed water utilization system. The permit is being issued to acknowledge the change of ownership of the wastewater
treatment system. Please note the renaming of the existing irrigation fields to reflect current record keeping practices.
Please specifically note the renaming of the soccer fields. It is essential that all future record keeping 'identify the
irrigation fields as identified in this permit.
This permit shall be effective from the date of issuance until September 30, 2007, shall void Permit No. WQ0003765
issued May 30, 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 Hearinns. 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 Sue Homewood at [phone] extension
502.
cc: Rov Haves, Superintendent, Craven County Water and Sewer
Craven County Health Department
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Water Quality Central Piles
NDPU Files
Sincerel ;
!._Alan W. Klimek, P.E.
Nan -Discharge Permitting Unit
1617 Mail Service Center, Raleigh. NC 27699-1617
Internet http:/fh2o.cnr.nc.state.us/ndpu
'telephone [phone] Fax [phone]
DENR Customer service Center 'telephone [phone]
17
NCl EN.=Z

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION 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 1S HEREBY GRANTED TO
City of New Bern
Craven County
FOR THE
continued operation of a wastewater collection system consisting of the routine maintenance of the septic tank
effluent pump (STEP) units which are connected to this system along with the associated tanks, pumps, high
water alarms, connections, valves, cleanouts, and appurtenances, booster lift stations Nos. 1, 2, 3, 4, and 5 with
dual 650 GPM, 310 GPM, 400 GPM, 373 GPM, and 110 GPM submersible pumps, respectively, with
approximately 5,128 linear feet of 4-inch force main, approximately 3,994 linear feet of 6-inch force main,
approximately 8,778 linear feet of 8-inch force main, approximately 11,900 linear feet of 10-inch force main, and'
approximately 824 linear feet of 12-inch force main, nineteen (19) cleanouts, twenty-one (21) gate valves and
boxes; and
continued operation of a 0.515 MGD reclaimed wastewater irrigation facility to include a 1.6 million gallon
aerated equalization basin with dual 900 SCFM, 15 hp blowers; an equalization pump station with dual 300 GPM
pumps; dual 260,000 gallon aeration basins each with a 25 hp mechanical aerator; an aeration basin pump station
with two 400 GPM pumps and one 800 GPM pump; dual 31 foot diameter clarifiers; a 198 square feet traveling
bridge filter with standby pumps, motors and blowers; a dual channel chlorine contact tank with dual calcium
hypochlorite mixing and feed facilities; continuous turbidity monitoring and recording; autodialer alarm system;
ultrasonic effluent flow measuring; a 860,000 aerobic digester with dual 25 Hp mechanical aerators; a five-day
side stream storage pond; approximately 15,325 linear feet of eight inch effluent force main; a 260,000 gallon
steel reclaimed water storage tank, and two fixed nozzle spray irrigation fields with a total wetted area of 109
acres consisting of a pump station with dual 1900 GPM pumps and a 20 GPM pressure maintenance pump,
approximately 1100 linear feet of 12 inch manifold, approximately 3600 linear feet of 10-inch manifold,
approximately 4500 linear feet of 8-inch manifold, approximately 7600 linear feet of 4-inch irrigation pipe,
approximately 3800 linear feet of three inch irrigation pipe, approximately 28,000 linear feet of two inch
irrigation pipe, approximately 2500 linear feet of one inch riser pipe, 425 - 12 GPM sprinkler heads, 14 - 8 GPM
sprinkler heads, 14 - 13.5 GPM sprinkler heads, planting six acres of buffer and 109 acres of spray fields, a
reclaimed water pump stateion with dual 30 hp, 250 gpm pumps and approximately 6000 linear feet of 6-inch
force main to serve Creekside Park, and a 125 kW standby generator with automatic transfer switch; and
associated appurtenances, site and electrical work, and
the continued operation of the existing 45 day storage lagoon and effluent chlorination facilities, dual 1000 GPM,
vertical turbine irrigation pumps with approximately 11,925 linear feet of force main, two fixed nozzle spray
irrigation fields with 1,091,178 square feet and 564,538 square -feet, respectively, and a Iinear move spray
irrigation system with a wetted area of 2,921,250 square feet, approximately 1170 Iinear feet of two inch water
line and all associated piping, valves, and appurtenances to serve

the New Bern Seven Water Reclamation Facility (previously the Neuse Water and Sewer District) Nvith no
discharge of wastes to the surface waters, pursuant to the application received April 16, 2002 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 September 30, 2007, shall void Permit No.
WQ0003765 issued May 30, 1997, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The treatment and irrigation 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 for the Arthur Farm and Reedy Branch sites and the
Treatment Plant:
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 areas and water supply wells,
d) 100 feet between wetted areas and drainageways or surface water bodies,
e) 50 feet between wetted areas 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.
The followina buffers shall be maintained for Creekside Park site:
a) 0 feet between wetted area and any residence or places of public assembly under separate
ownership,
b) 0 feet between wetted area and property lines,
c) 100 feet between wetted areas and water supply wells,
d) 100 feet between wetted areas and drainageways or surface water bodies classified SA, including
wetlands as delineated and designated by the appropriate state or federal agency, and
e) 25 feet between wetted areas and drainageways or surface water bodies not classified SA.
including wetlands as delineated and designated by the appropriate state or federal agency, or any
swimming pool.

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.
b. The owner of all houses, buildings or properties used for human occupancy, employment, recreation,
or other purposes, situated within the Township and abutting on any street, alley, or right-of-way in
which there is now located or may in the future be located a public sanitary sewer of the City of New
Bern, is hereby required (at the owner(s)' expense) to connect such facilities directly with the proper
pubic sewer should the existing nitrification field fail. Application to the City of New Bern shall be
made within thirty days and connection to the public sewer shall be completed within ninety days
after the date of official notification by the City of New Bern to do so, provided that said public swere
is within reasonable access of the property line.
7. The influent splitter box weir elevations shall be set so that no more than 1.5 times the average daily
flow is sent to the aeration basins.
The existing influent booster pump station #1 must be upgraded to provide for a pump capacity of
900 GPM with one pump out of service when the average daily flow for any one month reaches
374,000 GPD.
9. The existing abandoned eight inch water line may be used as a portion of the reclaimed water effluent
line subject to the following conditions:
a) The line shall be tested to insure zero leakage, and
b) The City of New Bern shall provide written assurances that no sewer taps shall be made to this
line.
10. The sprinkler systems at Creekside park shall be maintained in accordance with 15A NCAC 2H
.0219(k)(1)(D).
11. The storage lagoon shall be chlorinate to attain at least a 1.0 mg/1 chlorine residuals throughout the
lagoons and maintain a chlorine residual for a minimum of 24 hours prior to the initial irrigation of
the Creek -side Park.
11. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and spray irrigation facilities by the Water Pollution
Control System Operators Certification Commission ()XPCSOCC), 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 SG .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
A suitable, year-round vegetative cover shall be maintained on the irrigation areas.
4. I rig,ation 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.
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. The application rates on the spray irrigation fields shall be limited as follows:
Arthur Farm Site
Field No. 1 25.05 Acres - The Northern most fixed nozzles beginning at hydrant No. 3 and
extending north to include a total of40 fixed nozzles shall be limited to 62.4 inches
over any twelve (12) month period.
Field No. IA 16.47 Acres - The linear move system spray irrigation field from the Northern most
point to the point halfway between hydrant No. 2 and No. 3 shall be limited to 62.4
inches over any twelve (12) month period.
Field No. 2 12.96 Acres - The existing fixed nozzles in old Field No. 2 to include a total of 22
fixed nozzles shall be Iimited to 39.0 inches over any twelve (12) month period.
Field No. 2A 15.29 Acres - The linear move system spray irrigation field beginning at hydrant No.
5 and extending to the Southern most point of the expanded linear move system spray
irrigation field shall be limited to 39.0 inches over any twelve (12) month period.
Field No. 3 35.30 Acres - The linear move system spray irrigation field beginning halfway
between hydrant No. 2 and No. 3 then extending south to hydrant No. 5 shall be
limited to 31.2 inches over any twelve (12) month. period.
Reedv Branch Site - North Field
Zone 1 14.40 Acres - The fixed nozzles at the extreme north end of the area north of the
subdividing tributary of Reedy Branch consisting of Norfolk & Candor soils to
include a total of 52 fixed nozzles shall be limited to 52.1 inches over any twelve (12)
month period.
Zone 2 13.00 Acres - The fixed nozzles in the balance of the area north of the subdividing
tributary of Reedy Branch consisting of Candor soils to include a total of 154 fixed
nozzles shall be limited to 65.2 inches over any twelve (12) month period.
Zone 3 13.00 Acres - The fixed nozzles in the balance of the area north of the subdividing
tributary of Reedy Branch consisting of Candor soils to include a total of 154 fixed
nozzles shall be limited to 65.2 inches over any twelve (12) month period.
Zone 4 13.80 Acres - The fixed nozzles in the balance of the area north of the subdividing
tributary of Reedy Branch consisting of Candor soils to include a total of 154 fixed
nozzles shall be limited to 65.2 inches over any twelve (12) month period.
Reedy Branch Site - South Field
Zone 5 11.00 Acres - The fixed nozzles in the a portion of balance of the south of the
subdividing tributary of Reedy Branch excluding the Goldsboro and Candor soils to
include a total of 188 fixed nozzles shall be limited to 52.1 inches over any twelve
(12) month period.
Zone 6-A I.18 Acres - The fixed nozzles in the portion of Zone 6 consisting of Goldsboro soils
along the west boundary to include a total of 14 fixed nozzles shall be limited to 31.7
inches over any twelve (12) month period.

Zone 6-C 9.64 Acres - The fixed nozzles in a portion of the balance of the south of the
subdividing tributary of Reedy Branch excluding the Goldsboro and Candor soils to
include a total of 188 fixed nozzles shall be limited to 52.1 inches over any twelve
(12) month period.
Zone 7 .A 2.82 Acres - The fixed nozzles in the portion of Zone 7 consisting of Goldsboro soils
along the west boundary to include a total of 14 fixed nozzles shall be limited to 31.7
inches over any twelve (12) month period.
Zone 7-B 0.61 Acres - The fixed nozzles in the portion of Zone 7 consisting of Candor soils
along the southeast boundary of the area south of the subdividing tributary of Reedy
Branch to include a total of 14 fixed nozzles shall be limited to 65.2 inches over any
twelve (12) month period.
Zone 7-C 9.34 Acres - The fixed nozzles in a portion of the balance of the south of the
subdividing tributary of Reedy Branch excluding the Goldsboro and Candor soils to
include a total of 188 fixed nozzles shall be limited to 52.1 inches over any twelve
(12) month period.
Zone 8-B 1.91 Acres - The fixed nozzles in the portion of Zone 8 consisting of Candor soils
along the southeast boundary of the area south of the subdividing tributary of Reedy
Branch to include a total of 14 fixed nozzles shall be limited to 65.2 inches over any
twelve (12) month period.
Zone 8-C 10.90 Acres - The fixed nozzles in a portion of the balance of the south of the
subdividing tributary of Reedy Branch excluding the Goldsboro and Candor soils to
include a total of 188 fixed nozzles shall be limited to 52.1 inches over any twelve
(12) month period.
Zone 9-B 1.48 Acres - The fixed nozzles in the portion of Zone 9 consisting of Candor soils
along the southeast boundary of the area south of the subdividing tributary of Reedy
Branch to include a total of 14 fixed nozzles shall be limited to 65.2 inches over any
twelve (12) month period.
Zone 9-C 8.43 Acres - The fixed nozzles in a portion of the balance of the south of the
subdividing tributary of Reedy Branch excluding the Goldsboro and Candor soils to
include a total of 188 fixed nozzles shall be limited to 52.1 inches over any twelve
(12) month period.
Creekside Park
Softball Fields 1. ? 3.4
0.72 Acres each - The fixed nozzles in the areas designated as softball fields 1.2, 3
and 4 to include 35 nozzles in each field shall be limited to 21 inches over any twelve
month period. The instantaneous loading rate shall not exceed 0.57 inches per hour
for a period not to exceed 15 minutes in any 60 minute period.
Softball Fields 5.6. 7. 8
1.62 Acres each - The fixed nozzles in the areas designated as softball fields 5, 6, 7,
and 8 to include 43 nozzles in each field shall be limited to 21 inches over any twelve
month period. The instantaneous loading rate shall not exceed 0.57 inches per hour
'for a period not to exceed 15 minutes in any 60 minute period.
Soccer Field 1 (Bach Field)
2.12 Acres - The fixed nozzles in the areas designated as soccer field 1 to include 35
nozzles in each field shall be limited to 21 inches over any twelve month period. The

instantaneous loading rate shall not exceed 0.57 inches per hour for a period not to
exceed 15 minutes in any 60 minute period.
Soccer Field 2 (Weyerhaeuser Field
2.16 Acres - The fixed nozzles in the areas designated'as soccer field 2 to include 35
nozzles in each field shall be Iimited to 21 inches over any twelve month period. The
instantaneous loading rate shall not exceed 0.57 inches per hour for a period not to
exceed 15 minutes in any 60 minute period.
Soccer Field 2 extension
0.91 Acres - The fixed nozzles in the areas designated as adjacent to soccer field 2 to
include 15 nozzles in each field shall be limited to 21 inches over any twelve month
period. The instantaneous loading rate shall not exceed 0.57 inches per hour for a
period not to exceed 15 minutes in any 60 minute period.
Soccer Field 3 (Sheraton Field
2.11 Acres - The fixed nozzles in the areas designated as soccer field 3 to include 35
nozzles in each field shall be limited to 21 inches over any twelve month period. The
instantaneous loading rate shall not exceed 0.57 inches per hour for a period not to
exceed 15 minutes in any 60 minute period.
Soccer Field 3 extension. Archery Field 1 and Archery Field 2
0.76 Acres - The fixed nozzles in the areas designated as adjacent to soccer field 3 to
include 4 nozzles in each field shall be limited to 21 inches over any twelve month
period. The instantaneous loading rate shall not exceed 0.57 inches per hour for a
period not to exceed 15 minutes in any 60 minute period.
Soccer Field 4 (J.T. Thomas Field)
2.15 Acres - The fixed nozzles in the areas designated as soccer field 4 to include 35
nozzles in each field shall be limited to 21 inches over any twelve month period. The
instantaneous loading rate shall not exceed 0.57 inches per hour for a period not to
exceed 15 minutes in any 60 minute period.
8..-... No type of wastewater other than that from the New Bern Seven Township shall be sprayed onto the
irrigation area.
9. Freeboard in the wastewater lagoon shall not be less than two feet at any time.
12. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
13_ PubIic access to the land application sites shall be controlled during active site use. Such controls
may include the pasting of signs showing the activities being conducted at each site.
14. The permittee shall take the appropriate actions necessary to reduce the impacts of sodium in the
wastewater or in the soil to levels which are conductive to crop growth and maintenance of good soil
structure_
15. An agronomic plan shall be developed which maximizes the assimilative capacity of the nutrients in
the wastewater through the crops to be grown, for crop rotation, etc.
16. 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
j markings indicating the maximum Iiquid 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.
r,

17. 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.
18. All wastewater shall be routed to the five-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the five-day holding pond shall be pumped
back to the treatment plant for retreatment or treated in the five-day pond prior to discharge to the
storage pond.
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.
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
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 1 year of the date of this permit.
As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter Monthly Averaaea Daily (Instantaneous) Maximum c
Flow
515,000 GPD
1,152,000 GPD
BOD5 (5-day, 20°C)
10 mg/1
15 mg/1
NIH; as NT
4 mg/1
6 mg/1
TSS
5 mg/1
10 mo
Fecal Coliform
14 per 100 nil
25
25 per 100 ml
Turbidiry
10 IN7TU
The effluent pH shall not be less
than 6.0 standard units nor greater
than 9.0 standard units.
a Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected
during the reporting period.
7

3.
b
Monthly average for fecal coliform shall be the geometric mean of all samples collected during the
reporting period.
Daily maximum shall be the maximum value of all samples collected during, the reporting period.
The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to
discharge to the long term holding pond for the following parameters:
Parameter
Sam ling Point
Sampling -Frequency
Type of Sample
Flow
Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5 (S-day, 20°C)
Effluent
*2/Month
Composite
NH3 as N
Effluent
2/Month
Composite
TSS
Effluent
2/Month
Composite
Fecal Coliform
Effluent of PIant
2/Month
Grab
Fecal Coliform
Effluent of Day Tank
2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
NO3
Effluent
*Triannually
Grab
TDS
Effluent
Triannually
Grab
TOC
Effluent
**Triannually
Grab
Chloride
Effluent
Triannually
Grab
PH
Effluent
"Triannually
Grab
2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
Triannually sampling shall be conducted during April, August, and December.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
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 and time of irrigation,
b. volume of wastewater irrigated,
c. zone irrigated,
d. length of time zone is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. weather conditions, and
g. maintenance of cover crops.

4. A representative soils analysis (Standard Soil Fertility Analysis) shall be, conducted in January and
July on the spray irrigation fields. These analyses shall be representative of the entire irrigation area.
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 Phosphorus
Base Saturation (by calculation)
Cation Exchange Capacity
Sodium Adsorption Ratio (by calculation)
5. Three (3) copies of all operation and disposal records (as specified in condition Ill 3) on Form
NDAR-1, three (3) copies of all effluent monitoring data (as specified in condition III: 2) on Form
NDMR-1 shall be submitted on or before the last day of the following month, and all soil analyses (as
specified in condition 11I 4) 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 CompliancelEnforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
5. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals reproved.
6. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Daily sampling results including residual chlorine, settleable matter, and dissolved oxygen in the
aeration basin and at the clarifier weir-
b. Visual observations of the plant and plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
7. Noncompliance Notification:
The Pernaittee 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.
Persons reporting such occurrences by telephone shall also file a written report in Ietter 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. Monitor wells MW-4, MW-5, and MW-6 at the Arthur Farm Site; MW-7, MW-8, and MW-9 at the
holding lagoons; and monitor wells MW-10, MW-I1, MW-12, MW-13, MW-14, MW-15, MW-16,
MW-17, and MW-18 at the Reedy Branch Site shall be sampled every April, August, and December
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 pH
Nitrate Nitrogen (NO -N) Total Ammonia Nitrogen (NH3-N)
Chloride Sodium
Iron Sulfate (SO4)
TDS Fecal Coliforms
TOC
Volatile Organic Compounds (in December only)
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 ex.ceedances of this naturally occurring TOC
concentration in the down -gradient wells shall be subject to the additional sampling and analysis as
described above.
Within sixty (60) days of permit issuance, groundwater samples shall be taken from monitor wells
MW-12 and MW-15 at the Reedy Branch Site, and from locations adjacent to these wells by using a
Hydropunch (or a similar method which is acceptable to the Groundwater Section) to sample the
surficial. aquifer, for the parameters listed below.
�l
Nitrate Nitrogen (NO;-N)
Chloride
Iron
TDS
TOC
Volatile Organic Compounds
Total Ammonia Nitrogen (NH;-NT)
Sodium
Sulfate (SO4)
Fecal Coliforms
Holes made to sample the surficial aquifer shall be properly backfilled after sample procurement.
For Volatile Organic Compounds (VOCs), use only one of the following methods:
1) Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or Iess
_1 2) Standard Method 6210, PQL at 0.5 ug/L or Iess
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.
Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified
for those parameters required.
2. If the results of the sampling from monitor wells MW-12 and MW-15 are significantly different from
those of the shallow aquifer sampling, all of the monitor wells at the Reedy Branch site (MW-10
through MW-18) must be replaced within sixty (60) days by wells with more shaIIow screen settings.
The replacement wells shall be constructed such that the water level in each well is never above or
below the screened (open) portion of the well at any time during the year.
The wells 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 wells must be constructed according to the North Carolina
Well Construction Standards (15A NCAC 2C .0108) and the local county rules.
The Washington Regional Office, telephone number [phone], shall be notified at least forty-
eight (49) 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.
4. All reports and documentation (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-59) may be downloaded from the Groundwater Section's website at
hup.-Haw.ehar.state.nc.us/ or requested from the address mentioned above.
5. 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.
6. Waste application activities shall not occur when the vertical separation between depth of application
and the water table is at less than three (3) feet. Verification of the water table elevation can be
confirmed by water level readings obtained from the monitor well(s) near the site or auger boring(s),
which must be done within 24 hours, prior.to application of wastewater. Any open borings must be
properly filled with native soil, prior to application to decrease the chance of any waste contaminating
the groundwater.
7. The COMPLIANCE BOUINTDARY and REVIEW BOUNDARY for the waste disposal area(s) is
specified by regulations in 15A NCAC 2H, Waste Not Discharged to Surface Waters, specifically
.0219(k)(1)(C)(i)(M). The Compliance Boundary and the Review Boundary for groundwater shall be -
established at the property boundary. 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).

Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
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.
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 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.
3. The Operational Agreement between the Permittee and the Environmental Management Commission is
incorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms
of the Operational Agreement shall subject the Perminee to all sanctions provided by North Carolina
General Statutes § 143-215.6A to § 143-215.6C for violation of or failure to act in accordance with the
terms and conditions of this permit.
4. 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 Perntittee, 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.
5. 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.
6. 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
213.0200, 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 NICAC
2B .0200 and 2H .0500.
7. A set of approved plans and specifications for the subject project must be retained by the Permittee for
the life of the project.

i
The annual administering and compliance fee must be paid by the Permittee within thirty 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 15 NCAC 2H .0205 (c)(4).
9. 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 10" of October, 2002
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By .Authority of the Environmental Management Commission
Permit Number WQ0003765

A-e U S -C. / I V c r- O A S r- d tiai ��aJ 4 r 7 IS Z�r 1 C
NEEDY BRANCH LA
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•
Craven County
REEDY BRANCH��
SPRAY IRRIGATION SITE
ra =
FI
WASTEWATER TREATMENT
IMPROVEMENTS
WATER MSOURCES DlViWN
- , ; I
—
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dv erg Colcj�
A,-_,;laeVAL AIRPORT
WOODCD A'R EA -�
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V4 rill Fi —
'
_ _- __------ ---- - -
I
L'i Ran•5ob:ivi5ian
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-
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5FECIAL BVFFa"R AREA 0 d r .y
5 E DETAIL T74S5 i"EET 0
DI
: I o
I RECREATION
I
1 AF2FJ+
1 I/2' 0 ABAND014ED 'FOItR NEI.L '� J v-) �+
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2' GAL. DRSLIrFD Wrl i S �11 � Si� �
FOR L4N05PING.ONLT
"Q
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5PF.CIAL BUFFER ALONG
CRUMP
R PARALLEL
FARM ROAD,
TO
AND
CROATAN
LANE AND MURPHY
RO,"-.D
1
o Non -potable Well l
By Division II Gontnoctorl
� rotGbie Well I �{�e �dV?�
I
1
Q 000 3 7 6�
Notes, L_ — QV fir. CeQ
I. All to be 2' C1a55 1 -O rrYG Lntc55 othc-wide nstcJ_
2. AEI Mk W.id5 arc to be B' GIgms 125 FVC ugcz5 ouherwi5e rated.:
B. All latca!5 arc on 100' apo=ing. ►1J„ t \
4. Ali I/1' Nc4-led a-e m 100' ct'rLc3 with Fran C-� 1541.
t de5irn flora of 12 G;rs c=.q.
S. The it. Ms bco :ancd '' tW R hcid5 d=i7�d
C_ 600 g7rn cash to cc •n-aode oltcr�tinq .
5proy pc.Ler 15 m6d limed.
H initial - Zane5 5, 6, 7, 8 t 9
Final - Zones I, 2, 5 4 4
G. &rfie zones mill be tmd5c-ped, fenced and rmainwfi-xd in r+- c!t
r*avx t peo:t- * to p-arnotc enirurnc el c ctic :t.
7, Fropaxd rnonilairV mall locations. Sea F7 de461.
iCT. b0 0 3C0 ix
DY BRANCH '� 17c:
,�RIGATION SATE_'E`
:SOURCES DIVIS ON F1

Crediside Park
Softball Fields
1,2,3 & 4
0.72 acres each
I Ii2'
9
13 23
112'
Ila,

V 4el(IS
f 1s l
DO
00
� r U
-
°° 1
1
r �—

1.62 acre,,] each
I t", / /I Iq'
7411

pARY
Wv"
.. 1 rr.LD _
F
Y 1
., 1/+� MiLF FRCx'1 9f'RA � _ _. _. I. ��`, � +
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4 0czycaw --
pear Run Sulovlekn
t {] I/A' kdorzz' I10'm i
t LatteraG {TY?) .� .�.Busf 1 r770771,
•1 /� rZ��+ I ' '�4v 1
❑ � - . (BRED) �
l r 9 t_F PUMP f''1
I
O F5 � 1
O1 1Y� '•I. } i k 1 � �
PUBLIC
RECREATION' —� a I, �• '+ ''�5
AREA
AI f DGNE-O FLi
t n T R
H e
Future Day T 4 c
and Booster PvmPa i E3uFfer Z o 'Itt!
GALS DRILLED 1HE LI.B -- oL'iTcQ17�C� - _ i !I t ' CNE I,
1AHD%ApmGI ONLY '� t%i3l L.. 0 iC� ��� 1+7}{ i R`
ki
40
�`y PY'r s i - f' 1 •�• -li! i\ .i � �
43 Z:)
`f i� 1 T iZ. i Fl C ; 1'.141� rOii.. %� L. / r' - r � ..:• �9�
ct c l
Non -Potable Well I �r ICI Hc►�r�'eRlYlq ts:�u�'� t5 // L '
o Potable Welll(c
I / .
L- . --------•---------- ---- --
' G1a�s 1 0 PVC unlese ctherwlan noted.
Atl � tntu'als are in be 2
PVC e" herwlx noted.
2. All t sonlfold5 arc to be b' Gloms 125
3. Atl Taterala arc on
A, All ,1/A' t40=1 cM �h a)db a I 0
mhls,