WQ0009267_Final Permit_20070803

August 3, 2007
Kristoff Bauer
City of Jacksonville
P.O. Box 128
Jacksonville, NC 28541
Dear Mr. Bauer:
Michael F. Easley, Govemor
William G. Ross X, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0009267
City of Jacksonville
Wastewater Surface Irrigation
Onslow County
In accordance with your permit modification request received June 25, 2007, we are forwarding
herewith Permit No. WQ0009267, dated August 3, 2007, to the City of Jacksonville for the construction
and continued operation of the subject wastewater treatment and surface irrigation facilities. This
modification includes the extension of the effluent storage lagoon liner.
This permit shall be effective from the date of issuance until October 31, 2011, shall void Permit
No. WQ0009267 issued November 14, 2006, 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. Please note that the freeboard requirement in the effluent storage
lagoons has been changed to 2-feet.
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 foram 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.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Matthew Fleahman at [phone] or
[e-mail].
Sincerely
�/ Coleen H.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
lntemet: www.ncwateraualitv.ore Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunityWfirmative Action Employer— 50% Racycledl10%Post Consumer Paper
NorthCarolina
, WA(ra!!ry
Telephone : [phone]
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cc: Onslow County Health Department
Wilmington Regional Office, Aquifer Protection Section
James Noonan — Malcolm Pirnie, Inc. 701 Town Center Dr. Suite 600, Newport News, VA 23606
Technical Assistance and Certification Unit
APS Central Files
LAU Files

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
City of Jacksonville
Onslow County
FOR THE
continued operation of Phase I wastewater treatment and spray irrigation facilities with 6 MGD design
capacity to consist of hydrogen peroxide storage and feed facilities for chemical pretreatment to provide
raw -influent odor control; magnetic influent flow meter; auxiliary mechanical bar screen; oil/grease
separation and aerated grit removal; dual -train mechanically aerated treatment lagoons with four (4) cells
in each train, sized for 4.5 days total hydraulic detention time at design flow and constructed with
fibriform -type slope protection and compacted clay liners with low permeability not exceeding 10`6
cm/sec; eight (8) 50 H.P. and twelve (12) 10 H.P. floating aerators for treatment lagoon aeration; two (2)
effluent storage lagoons with surface areas of approximately 70 and 27 acres, respectively, and combined
storage capacity of 334 MG, constructed with compacted in -situ clay bottoms, clay/bentonite perimeter
slurry wall, and synthetically lined (HDPE) side slopes with permeability not exceeding 10"6 cm/sec;
irrigation pump station with four (4) 4,800 GPM vertical turbine pumps (variable speed) and dual self-
cleaning traveling screens to remove debris prior to pumping; chlorine disinfection facilities; isolation
valves for effluent distribution to a 6,278-acre wastewater spray irrigation area divided into eight (8)
irrigation zones with a total wetted area of approximately 1,970 acres suitable for land treatment; plus two
(2) 25-acre test plots representative of seasonally suitable irrigation land and two (2) 5-acre test plots
representative of ditched irrigation land; fourteen (14) groundwater monitoring wells;
administration/maintenance building; generator facilities for emergency stand-by power for chlorine
scrubbers, essential pre-treatment components, and the administration/maintenance building; pretreatment
site fencing; and all associated site work, yard piping, and electrical work, and continued operation of a
Huber Technology dual train stepper screen with dual screw auger conveyors and a ram press
construction and operation of an approximate 2-foot extension of the 60 mil textured HDPE effluent
storage lagoon liner and all associated site work
to serve the City of Jacksonville, with no discharge of wastes to the surface waters, pursuant to the
application received June 25, 2007, and subsequent additional information received by the Division of
Water Quality (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 October 31, 2011, shall void Permit
No. WQ0009267 issued November 14, 2006, and shall be subject to the following specified conditions
and limitations:
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I. ,SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form) must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this project is to
be completed in phases and partially certifiedyou shall retain the responsibility to track further
construction approved under the same permit, and shall provide a final certificate of completion_ once
the entire project has .been com leted. Mail the Certification to the Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Wilmington Regional Office, telephone number [phone] shall be notified at least forty-
eight (48) hours in advance (excluding weekends and holidays) of operation of the installed facilities
so that an in -place inspection can be made. Such notification to the regional 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.
No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal
of this permit on official Division form(s). Upon receipt of the request, the Division 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. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
II. 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 contravention of groundwater or surface water
standards. 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, 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 ground
or surface waters resulting from the operation of this facility.
All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L,
Groundwater Classifications and Standards. This disposal system was individually permitted on or
after December 30, 1983; therefore, the compliance boundary is established at either 250 feet frown
the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste
disposal area. An exceedance of groundwater standards at or beyond the compliance boundary is
subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement
actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C.
7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
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8. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
9. 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 02L .0106.
10. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for Irrigation sites shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v, Public right of way: 50
b. The setbacks for Treatment and storage units shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
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 08G .0200. The ORC shall visit
the facilities in accordance with 15A NCAC 08G .0200 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 such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the irrigation system.
4. A tree farm manager shall be designated for all crop responsibilities. The name of this person shall be
provide to the Division of Water Quality Wilmington Regional Office. Any changes in the
assignment of crop management responsibilities shall be promptly reported to the Wilmington Office.
5. The blocks receiving post harvest irrigation during the second and third years following tree planting
activities shall be irrigated at rates not exceeding 1/3 design rate and 2/3 design rate, respectively.
6. An emergency response plan addressing irrigation procedures to be followed in the event that
emergency reduction of stored effluent becomes necessary and approved by the Wilmington Regional
Office must be kept on file at the facility at all times.
7. Connection or disconnection of any sewer piping or equipment shall be made in a manner to maintain
continuous flow. Where flow must be interrupted, no diversion or overflow of sewage to a storm
drain, ditch, or surface waters shall be permitted.
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8. Mounding of groundwater shall not occur to the point where the water table is in the active soil
treatment zone (about one foot below the ground surface) for periods longer than two days between
irrigation events
9. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field.
10. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
11. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
12. No type of wastewater other than that from the City of Jacksonville shall be irrigated onto the
irrigation area.
13. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
14. Public access to the land application sites shall be controlled. Such controls may include the posting
of signs showing the activities being conducted at each site
15. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0508.
16. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
17. Freeboard in the effluent storage lagoons shall not be Iess than two feet at any time.
t 8. A waste -level gauge, to monitor waste levels in the effluent storage lagoons, shall be provided. 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 the lowest point on top of the darn elevations. Caution must be taken not to
damage the integrity of the liner when installing the gauge.
19. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), 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.
TV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
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3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR,
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of 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, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and
location(s) for the parameter(s) specified in Attachment A.
5. 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. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the effluent storage
lagoons shall be recorded weekly.
7. Monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment C.
All mappings construction fortes, well abandonment forms, and monitoring data shall refer to the
permit number and the well nomenclature as provided in Attachment C.
Two (2) copies of the results of the sampling and analysis must be received on Forth GW-59
(Groundwater Quality Monitoring: Compliance Report Form.), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the Iast working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
9. Three (3) copies of all monitoring data [as specified in Conditions IV. 3. and IV. 4.1 on Form NDMR
for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions JV.
5 and IV. 6.] on Form NDAR-1 for every field shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. 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
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10. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation held 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
11. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, 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 including ponding in the irrigation field or runoff
from the irrigation fields.
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 disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any field.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. 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.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure 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 five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
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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
1. 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.
2. 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..
3. This permit is .effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. 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) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .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 02B .0200 and 02H .0500.
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a for-mal permit request must be submitted to the Division on official Division form(s),
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. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority_
8. The Permittee must pay the annual 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 revoke this permit
pursuant to 15A NCAC 02T .0105(e).
Permit issued this the 3'a day of August, 2007
AL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0009267
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Permit No. WQ0009267
August 3, 2007
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials,
Signature
Date
Registration No.
WQ0009267 Version 2.1 Shell Version 070531 Page 8 of 8

ATTACHMENT A - EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Permit Number:
WQ0009267
001 WWTF Influent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
AIONI'fORING REQUIREMENTS
Parameter Description - PCS Code
Monthly era ea
Weekly Average
Daily Maximum`
Measurement Frequency"'.—
Sample Type
BOD, 5-Day 20 Deg. C) - 00310
mg/L
3 X week
Grab
Solids, Total Suspended - 00530
mg/L
3 X week
Grab
Nitrogen, Ammonia Total (as N) - 00610
mg/L
3 X week
Grab
H - 00400
6.5 - 8.5'
su
8.5
su
3 X week
Grab
Oil & Grease - 00556
mg/L
Monthly
Grab
Flow, in conduit or thru treatment plant - 50050
6,000,000 1
gpd
Continuous
Recorder
002 Effluent from Secondary Aerated Basins
C, F LUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maximum
Measurement Fre uenc d'e
Sample Type
BOD, 5-Da 20 Deg. C - 00310
m
3 X week
Grab
Nitrogen, Ammonia Total (as - 00610
m
3 X week
Grab
H - 00400
6.5 - 8.Sf
su
8.5
su
3 X week
Grab
Solids, Total Suspended - 00530
m IL
3 X week
Grab
DO, Oxygen, Dissolved - 00300
m /L 1
3 X week
instantaneous
003 Effluent from Irrigation Storage Pond
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
.Parameter Description - PCS Code
MonthlyAveragea
Weekly Average
Daily Maximum`
Measurement Frequencyd'e
Sample Type
Conductivity - 00094
Unlh05/crn
Quarterly
Grab
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
b
#/10011-11,
3 X week
Grab
Sodium, Total (as Na) - 00929
mg/L
Quarterl
Grab
Potassium, Total (as K) - 00937
mg/L
Quarterly
Grab
Chloride (as Cl) - 00940
mg/L
Quarterly
Grab
Phosphorus, Total as P - 00665
mg/L
Quarterly
Grab
Chlorine, Total Residual - 50060
mg/L
3 X week
Grab
Carbon, Tot Organic (TOC) - 00680
mg/L
Quarterly
Grab
Arsenic Total as As - 01002
mg/L
Annual!
Grab
Boron Total as B - 01022
mg/L
Annually
Grab
Cadnnium, Total as Cd) - 01027
mg/L
Annually
Grab
Chromium, Total (as Cr - 01034
mg/L
Annually
Grab
Copper, Total as Cu - 01042
m L
Annually
Grab
Lead, Total as Pb - 01051
mg/L
Annually
Grab
WQ0009267 Version 2.1 Attachment A Page 1 of 4

Manganese, Total as Mn - 01055
L
Quarterly
Grab
Silver, Total (as Ag) - 01077
/L
Annually
Grab
Zinc, Total as Zn - 01092
L
Annually
Grab
BOD, 5-Da (20 De . C - 00310
_
Quarterly
Grab
COD, Oxygen Demand, Chem. (High Level) -
00340
mg/L
Quarterly
Grab
H - 00400
6.5 - 8.5'
su
8.5
su
3 X week
Grab
Calcium, Total as Ca) - 00916
m /L
Quarterly
Grab
Magnesium, Total as Mg - 00927
mg/L..
Quagurly
Grab
Mercury, Total (as H - 71900
m
Annually
Grab
Solids, Total Suspended - 00530
mQuarterly
Grab
Nitrogen, Ammonia Total (as N) - 00610
m
Monthly
Grab
Nitrogen, Nitrate Total as N. - 00620
m L
Monthly
Grab
Nitrogen, Nitrite Total as N - 00615
m /L
Monthly
Grab
Nitrogen, K'eldahl, Total as N - 00625
mg/L
Monthly
Grab
Selenium, Total as Se - 01147
m /L
Annually
Grab
Sulfate, Total as SO4 - 00945
m /L
Quarterly
Grab
Nickel, Total (as Ni) - 01067
m /L
Annually
Grab
004 SWBI Southwest Creek
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weeldy Average
Daily Maximum`
Measurement Frequency d,e
m
SaIe Type
Conductive - 00094
m /L
Quarterly
Grab
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
s
#/100ML
Quarterly
Grab
DO, Oxygen, Dissolved - 00300
m
_
Quarterly
Grab
Solids, Total Dissolved - 70295
m L
Quarterly
Grab
COD, Oxygen Demand, Chem. (High Level) -
00340
rn L
quarterly
Grab
H - 00400
6.5 - 8.5'
su
8.5
suQuarterly_Grab
Phosphorus, Total as P - 00665
QuarteLly
Grab
Sulfate, Total (as SO4) - 00945
mg/L
Quarter]
Grab
{as Cl - 00940
m /L
Quarterly
Grab
ZCl�ioride
Nitro en, Total as N) - 00600
1 m /L
I
I Quarters
I Grab
005 SWNI Southwest Creek
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum`
Measurement Fre ueac d>e
Sample Type
Conductivity - 00094
1 Umhos/cm
Quarterly
Grab
Coliform, Feral MF, M-FC Broth,44.5C - 31616
n
#/100ML
Quarterly
Grab
WQ0009267 Version 2.1 Attachment A Page 2 of 4

COD, Oxygen Demand, Chem. (High Level) -
00340
Quarterly
Grab
Nitrogen, Total (as N) - 00600
mg/L
Quarterly
Grab
pH - 00400
6.5 - 8.5'
su
8.5
Quarterly
Grab
Chloride as Cl - 00940
mQuarterly
Grab
Sulfate, Total as SO4 - 00945
rng/LQuarterly
Grab
Solids, Total Dissolved - 70295
m
Quarterly
Grab
Phosphorus, Total (as P) - 00665
mg/L
Quarterly
Grab
DO, Oxygen, Dissolved - 00300
m /L
Quarterly
Instantaneous
006 SWDI Deep Creek
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIRE
NTS
Parameter Description - PCS Code
MonthlyAverage'
Weekly Average
Daily Maximum`
Measurement Fre uenc v
sample Type
Conductivity - 00094
Umhos/cm
Quarterly
Grab
Coliform, Fecal MF, M-FC Bro 44.5C - 31616
b
#/100mL
guaTterly
Grab
Solids, Total Dissolved - 70295
m
Quarterly
Grab
Nitrogen, Total as N) - 00600
m /L
Quarterly
Grab
COD, Oxygen Demand, Chem. (High Level) -
00340
m L
Quarterly
Grab
pH - 00400
6.5 - 8.5'
su
8.5
su
Quarterly
Grab
Phosphorus, Total as P - 00665
m L
Quarterly
Grab
Chloride(as CI) - 00940
m L
Quarterly
Grab
Sulfate, Total (as SO4) - 00945
mg/L
Quarterly
Grab
DO, Oxygen, Dissolved - 00300
m
Quarterl
Instantaneous
007 SWD2 Southwest Creek
EFFLUENT CHARACTERISTICS
EFFLUENT[' LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
MonthlyAverage°
Weekl Avera a
Daily Maximum`
Measurement Fre uenc de
Sam le T e
Conductivity - 00094
Umhos/cm
Quarterly
Grab
Coliform, Fecal MF, M-FC Brath444.5C - 31616
b
#/100mL
Quarterly
Grab
COD, Oxygen Demand, Chem. (High Level) -
00340
m /L
Quarterly
Grab
Solids, Total Dissolved - 70295
m L
Quarterly
Grab
Nitrogen, Total (as N) - 00600
m L
Quarterly
Grab
H - 00400
6.5 - 8.5f
su
8.5
Su
Qjmrterly
Grab
Chloride as Cl - 00940
m /L
_
Quuterl
Grab
Sulfate, Total as SO4 - 00945
m L
Quarterly
Grab
DO, Ox en, Dissolved - 00300
M&IL
Quarterly
Grab
Phosphorus, Total (as P) - 00665
Quarterly
Grab
WQ0009267 Version 2.1 Attachment A Page 3 of 4

008 Effluent from the Primary Basin
.EFFLUENT CHARACTERISTICS
EFFLUENT LYWITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weelkdly Avera a
Daily Maximum`
Measurement Fre uenc d"
Sample Type
Solids, Total Suspended - 00530
m /L
3 X week
Grab
Nitrogen, Ammonia Total as N - 00610
mg/L
3 X week
Grab
pH - 00400
6.5 - 8.5'
su
8.5
su
3 X week
Grab
DO, Oxygen, Dissolved - 00300
m /L
3 X week
Grab
BOD, 5-Day (20 Deg. C) - 00310
1 mg/L
3 X week
Grab
Notes:
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
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.
d 4 X year sampling (Quarterly) shall be conducted during February, May, August, and November
'Annual sampling shall be conducted every December
fThe discharge pH shall not be less than 6.5 standard units nor greater than 8.5 standard units.
WQ000926'/ version 2.1 -- Attachment A Page 4 of 4

ATTACHMENT B - Approved Land Application Sites
Permit Number: WQ0009267
City of Jacksonville
Tgrlrcnnvif]a WW'rx'
Field/Zone
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Parameter
Hourly Avg
Yearly Max
Id
Soil Series
OIA
City Of
Onslow
34"46'39"
77032'60"
82.00
01284 - Application.
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
01B
City Of
Onslow
34046'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
01C
City Of
Onslow
34046'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
02A
City Of
Onslow
34°46'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
02B
City Of
Onslow
3404659"
77"32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
02C
City Of
Onslow
W46'39"
77"32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
03A
City Of
Onslow
34046'39"
77"32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
03B
City Of
Onslow
34046'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
03C
City Of
Onslow
34046'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
04A
City Of
Onslow
34046'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
04B
City Of
Onslow
34"46'39"
77032-60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
04C
City Of
Onslow
34046'39"
77032'60"
82.00
1
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
05A
City Of
Onslow
34°46'39"
77"32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
05B
City Of
Onslow
34046'39"
77032'60"
82.00
01284 -Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
05C
City Of
Onslow
34046'39"
77"32'60"
82.00
01284 -Application
0.12 inches
57A inches
Jacksonville
Surface Irrigation
06A
City Of
Onslow
3404639"
77"32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
06B
City Of
Onslow
34046'39"
77032'60"
82.00
01284 - Application
0.12 inches
574 inches
Jacksonville
Surface Irrigation
WQ0009267 Version 2.1 Attachment B Page I of 2

06C
City Of
Onslow
34°46'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
07A
City Of
Onslow
34046'39"
77"32'60"
82.00
01284 - AppIication
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
07B
City Of
Onslow
34°46'39"
77032'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
07C
City Of
Onslow
34046'39"
77°32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
08A
City Of
Onslow
34°46'39"
77°32'60"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
08B
City Of
Onslow
34"46'39"
7703T60"
82.00
01284 - Application
0.12 inches
57A inches
Jacksonville
Surface Irrigation
08C
City Of
Onslow
34"46'39"
77°32160"
82.00
01284 - Application
0.12 inches
57.4 inches
Jacksonville
Surface Irrigation
Total
1,968.00
WQ0009267- version 2.1 Attachment B -Cage 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1 through MW-14.
Permit Number: WQ0009267 Version: �..a
CHARACTERISTICS
LIMITS
MONITORING REQ(IIREMF.NTS
Parameter Description - PCS Code
Daily
Minimum
Daily
Maximum
Units
Measurement Frequency
Sample Type
Water level, distance from measuring point - 82546
4 X year
Calculated
pH - 00400
6.50
8.50
su
4 X year
Grab
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
mg/1
4 X year
Grab
Solids, Total Dissolved- 180 Deg.0 - 70300
500.00
mg/1
4 X year
Grab
Carbon, Tot Organic (TOC) - 00680
mg/1
4 X year
Grab
Sulfate, Total (as SO4) - 00945
250.00
mg/1
4 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
mg/I
4 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
10.00
mg/1
4 X year
Grab
Volatile Compounds, (GC/MS) - 78732
mg/l
4 X year
Grab
Solids, Total Suspended - 00530
rrtg/l
4 X year
Grab
a. 4 X year monitoring shall be conducted in March, .Tune, September and December; Annual monitoring shall be conducted every December.
b. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
c. 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. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
d. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
1. Standard Method 6230D, PQL at 0.5 pgll- or less
2. Standard Method 62I0D, PQL at 0.5 µg/L or less
3. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or Iess
4. EPA Method 8260, Low Concentration, PQL at 0.5 Itg/l, or less
5. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIH of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
e. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office Aquifer Protection Supervisor, telephone
number [phone] must be contacted immediately for further instructions regarding any additional follow-up analyses required.
f. if TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring well, additional sampling and analysis mast be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
g. Monitoring wells shall be reported consistent with the nomenclature and location information provided in this attachment.
WQ0009267 Version 2.1 Attachment C Page I of 1