WQ0023693_Final Permit_20070504

Of W A r� Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
�- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, RE, Director
Division of Water Quality
May 4, 2007
Marty K. Lawing — County Manager
Brunswick County
P.O. Box 249
Bolivia, NC 28422
Dear Mr. Lawing:
Subject: Permit No. WQ0023693
West Regional WWTF
Non -Conjunctive Wastewater
Treatment and Reclaimed Water
Utilization System
Brunswick County
In accordance with your permit modification request received February 21, 2007, we are
forwarding herewith Permit No. WQ0023693, dated May 4, 2007, to Brunswick County for the continued
operation of the subject wastewater treatment and reclaimed water utilization facilities. This modification
includes the removal of the St James and Winding River wastewater treatment facilities from the permit
description, changes to the wetted acreage at West Brunswick Reclaimed Water Drip Irrigation Facility
(Appendix B), and lowering the rating of the Drip Irrigation Facility from 1.9MGD to approximately 1.72
MGD.
This permit shall be effective from the date of issuance until April 15, 2009, shall void Permit No.
WQ0023693 issued August 23, 2005, 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.
• Condition I.2 - please note that a final certification is required for the disposal facilities at
the West Brunswick Regional WWTF
• Condition 1.3 - please note that within 60 days of permit issuance, a scaled map depicting
the wetted acreage for the Winding River Spray Site is required.
• Cbndition IVA - please note that effluent sampling parameters and frequencies have been
changed (Appendix A).
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 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.
tai
Carolina
urvilff
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.newaterauality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Customer Service. [phone]

If you need additional information concerning this matter, please contact Matthew Fleahman at
[phone] or [e-mail].
Sincerel
Alan W. Klimek, F.E.
cc: Brunswick County Health Department
Wilmington Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files
LAU Niles

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
NON -CONJUNCTIVE WASTEWATER TREATMENT AND RECLAIMED WATER
UTILIZATION 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
Brunswick County
Brunswick County
FOR THE
continued operation of the existing 600,000 GPD reclaimed water distribution and disposal system
located at St. James Plantation and the existing 500,000 reclaimed water distribution and disposal system
Iocated at Winding River Plantation, which consist of the following:
The St. James Plantation Distribution and Disposal Facilities, consisting of:
200 GPM pump station with dual pumps, high water alarms; approximately 600 linear feet of 4-inch force
main and approximately 4,100 linear feet of 10-inch force main from the WWTP effluent pumping
chambers to the storage pond; a 3,000,000 gallon storage/irrigation lagoon; a 1,050 GPM irrigation purnp
station with a 30 HP pump, a 75 HP pump and high water alarms; and approximately 102.4 acres of spray
irrigation area;
The Winding River Plantation Distribution and Disposal Facilities, consisting of:
a 13,000,000 gallon storage and irrigation pond, and approximately 150 acres of irrigation area;
continued operation of the 3.0 MGD West Brunswick Regional Water Reclamation Facility, the
reclaimed water distribution system, and the West Brunswick Drip Irrigation Facility, which consist of
the following:
The 3.0 MGD West Brunswick Regional Water Reclamation Facility, consisting of:
• approximately 7,000 linear feet of 24-inch sanitary sewer force main, approximately 6,000 linear
feet of 24-inch reclaimed water force main, and approximately 2,000 linear feet of 8-inch water
force main, two air release valves and associated appurtenances,
• two influent magnetic flowmeters,
• plant headworks facility, to include one manual and two mechanical bar screens, vortex grit
removal with associated dual 220 GPM grit pumps, screening washer and grit classifier,
• two unequal -sized equalization basins totaling 750,000 gallons, with dual 1,400 GPM, 10 Hp
pumps, jet aeration using dual 1,620 scfm and dual 540 scfm air blowers (Blower Building No. 1)
in addition to one (1) 2,900 GPM, 25 Hp pump and one (1) 1,100 GPM, 10 Hp pump,
• oxidation ditch flow splitter box,
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• dual oxidation ditches, with each ditch specified as: 76 feet wide, 10-foot side water depth,
950,000 gallon volume, and each ditch includes three (3) 4.9 Hp submersible mixers, three (3) 75
Hp 30-foot brush aerators, and one (1) adjustable effluent weir,
• two (2) 70-foot diameter, 16-foot side water depth center -fed secondary clarifiers with dual 20
GPM, 7.5 Hp scum pumps,
• dual rotating disk package filters, with a combined rating of 3.0 MGD design flow and 7.5 MGD
peak flow, with each filter system consisting of a stainless steel tank with cloth rotating disk
filters rated at 3 gpm/ft2 with automatic backwash, miscellaneous electrical and piping work
associated with the rotating filters,
• a 78,000 gallon chlorine contact tank with sodium hypochlorite disinfection,
• a sodium hypochlorite chemical feed and storage building,
• effluent reclaimed water pump station consisting of two (2) 2,800 GPM, 125 Hp vertical turbine
pumps and two (2) 1,400 GPM, 100 Hp vertical turbine pumps with magnetic flowmeters,
• a 23 million gallon (approximate) upset pond lined with 40 mil polypropylene synthetic liner, and
a dual 2,100 GPM, 40 Hp upset pond pump station,
• RAS/WAS pump station consisting of three (3) 1,400 GPM, 15 Hp centrifugal RAS pumps and
two (2) 100 GPM, 7.5 Hp centrifugal WAS pumps,
• a 238,000 gallon WAS storage tank with jet aeration using dual 320 scfm air blowers (Blower
Building No. 2) and one (1) 1,465 GPM, 15 Hp pump,
• dual 250 GPM WAS thickener feed pumps,
• a WAS thickening building, consisting of a 1-meter gravity belt thickener with approximately
2,000 lbs/hour capacity, polymer tank and feed system, with dual 250 GPM, 15 Hp positive
displacement thickened WAS pumps,
• an autothermal thermophilic aerobic digestion (ATAD) facility for producing Class A biosolids
consisting of a dual 20-foot diameter, 21-foot covered concrete ATAD tanks, a 70-font diameter,
17-foot covered concrete storage tank, a 2,495 sq. foot ATAD Building housing dual 250 GPM,
15 Hp ATAD feed pumps, dual 40 Hp jet aeration pumps, one 50 Hp jet aeration pump, dual 5
Hp sludge transfer pumps, 250,000 BTU/hr heat -exchanger, five (5) 15 Hp blowers, ammonia
scrubber and biofilter, and associated piping, appurtenances, and control systems,
• a sludge loading station (for trucks) with 250 GPM sludge transfer pump,
• plant sanitary sewer drain pump station consisting of two (2) 2,100 GPM, 50 Hp submersible
PUMPS,
• two odor control systems, one rated at 2,000 cfm and one rated at 8,400 cfm,
• three (3) non -potable water pumps, one rated at 200 GPM, 15 Hp pump and two (2) rated at 75
GPM, 7.5 Hp pumps,
• a 3,456 sq. foot administration building,
• a 2,240 sq. foot maintenance building,
• associated electrical work, including two (2) 1,600 kW emergency generators with automatic
transfer switches,
• SCADA instrumentation and control systems,
• associated yard piping and appurtenances, and
The reclaimed water distribution system, consisting of:
N.C. 211 to Reclaimed Valve Vault (Section 5):
approximately 15,269 Iinear feet of 16-inch reclaimed water force main, approximately 3,471 linear feet
of 18-inch reclaimed water force main, approximately 1,020 linear feet of 20-inch reclaimed water force
main, associated gate valves, air release valve assemblies, bypass assemblies and associated
appurtenances,
Bolivia to Reclaimed Valve Vault (Sewer Force Main), and Valve Vault to Effluent Disposal Site
(Reclaimed Water Force Main), (Section. 6)
approximately 804 linear feet of 10-inch reclaimed water force main, approximately 15,650 linear feet of
16-inch reclaimed water force main, associated gate valves, air release valve assemblies, bypass
assemblies and associated appurtenances, and
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N.C. 211 to Winding River Plantation:
approximately 5,774 linear feet of 10-inch reclaimed water force main, three air release valve assemblies,
and associated appurtenances, and
N.C. 211 to St. James Plantation:
approximately 11,813 linear feet of 12-inch reclaimed water force main, approximately 13 linear feet of
16-inch reclaimed water force main, four air release valve assemblies, and associated appurtenances, and
The West Brunswick Drip Irrigation Facility (rated at approximately 1.72 MGD annual averaged
wastewater disposal), consisting of:
• approximately 2,665 linear feet of 16-inch reclaimed water force main, one air release valve and
associated appurtenances,
• a 98.25 million gallon (approximate) wet weather storage pond lined with 36 mil polypropylene
geomembrane protective liner in inside berm walls,
• Pump Station effluent reclaimed water pump station consisting of a manual bar screen, two (2)
3,300 GPM, 150 Hp vertical turbine pumps and one (1) 1,600 GPM, 75 Hp vertical turbine pump
with two (2) magnetic flowmeters, disk filtration system, a sodium hypochlorite chemical storage
and feed system,
• a drip irrigation system covering 497.32 acres grouped into the Southern Management Area
(Zones 1 — 13) and the Northern Management Area (Zones 14-15 and 17-29), with drip tubing
spaced approximately on 10-foot centers, associated header and lateral piping and associated
appurtenances, associated forest clearing and planting of Loblolly Pine seedlings, and access
roads,
• SCADA instrumentation and control systems, and
• associated yard piping and appurtenances
to serve Brunswick County, with no discharge of wastes to the surface waters, pursuant to the application
received February 21, 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 April 15, 2009, shall void Permit No.
WQ0023693 issued August 23, 2005, and shall be subject to the following specified conditions and
limitations:
L SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
1. Within 60 days of permit issuance, the permittee shall submit two original copies of a scaled site map
(scale no greater than 1 "=100') for each disposal area; however, special provisions may be granted
upon prior approval for large properties. The map(s) must include the following information:
a. The location and identity of each monitoring well.
b. The location of major components of the reclaimed water system.
c. The location of property boundaries within 500 feet of the utilization area(s).
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (which shall be known as the "measuring point")
relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of review and compliance boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property. The maps and
any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The permittee is responsible for the
geographic accuracy of any map submitted, however produced.
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2. 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. Mail the Certification to the Aquifer Protection Section, Division of Water Quality, 1636
Mail Service Center, Raleigh, NC 27699-1636
3. Within 60 days of permit issuance, the permittee shall submit two original copies of a scaled site map
(scale no greater than 1"=100'); depicting the wetted acreage for the Winding River Plantation spray
site. The permittee must also provide wetted acreage calculations segregating the spray site into
zones/tracks sprayed. The information on record at the Division of Water Quality does not match the
information provided on the submitted NDAR disposal reporting forms. This zone identification
information can be provided on the map required by Condition I.1.
4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. 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 reclaimed water utilization 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 utilization 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 ground
or surface waters resulting from the operation of this facility.
3. 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 and REVIEW BOUNDARIES for the reclaimed utilization system are
established at the property boundary. Any exceedance of standards at the Compliance or Review
Boundary shall require action in accordance with 15A NCAC 02L .0106.
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.
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).
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9. The following buffers shall be maintained:
a. 100 feet between wetted areas and water supply wells,
b. 100 feet between wetted areas and waters classified as SA,
c. 25 feet between wetted areas and surface waters not classified as SA,
d. 100 feet between wastewater treatment units and wells,
e. 50 feet between reclaimed water storage/irrigation ponds and property lines', and
f. 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities 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.
' The storage/irrigation ponds located at Winding River Plantation do not comply with this
condition, but were previously approved by the Division. Therefore, this condition does not
apply to those previously constructed ponds
10. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
11. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
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12. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
13. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum requirements:
a. No direct cross-cortnections shall be allowed between the reclaimed water and potable water
systems.
b. A reduced pressure principle backflow preventer, an approved air gap separation, or other
device approved by the Division of Environmental Health shall be installed at the potable
water service connection to the use area where both reclaimed water and potable water are
supplied to a reclaimed water use area. The installation of the reduced pressure principle
backflow prevention device shall allow proper testing.
c. An air gap separation, approved and regularly inspected by the potable water supplier, shall
be provided between the potable water and reclaimed water systems where potable water is
used to supplement a reclaimed water system
14. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
III. OPERATION AND MAINTENANCE REQUIREMENTS
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 .0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and reclaimed utilizaiton 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 reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed water utilization
areas.
5. Reclaimed water application shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
6. All reclaimed water application equipment must be tested and calibrated at least once per year.
Records of the calibration must be maintained for five years.
7. No type of wastewater other than that from Brunswick County West Regional WWTF shall be
applied to the reclaimed water utilization area(s).
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
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9. Public access to the reclaimed water utilization 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. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T . i 100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the all irrigation and storage ponds shall not be less than two feet at any time.
13. A waste -level gauge, to monitor waste levels in all irrigation and storage ponds 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 dam elevations.
14. 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.
15. Should the limit for fecal coliform (daily maximum concentration of 25 per 100 ml) or turbidity
(instantaneous maximum of 10 NTU) be exceeded, all wastewater shall be handled in one of two
ways, until the levels have stabilized below these maximum levels. The West Brunswick Regional
Water Reclamation Facility may further treat the wastewater to bring it into compliance with
reclaimed water standards without returning the water to the facility's headworks, or may reroute it to
the headworks of the wastewater treatment facility for treatment to reuse standards
IV. MONITORING AND REPORTING REQUIREMENTS
I. 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.
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 acciira6y 'of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibrationn 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.
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5. The Fermittee tracking the amount of reclaimed water applied shall maintain adequate records for
each disposal facility. These records shall include, but are not necessarily limited to, the following
information:
a. Date of reclaimed water application,
b. Volume of reclaimed water applied,
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.
A maintenance log shall be maintained for the irrigation facilities including but not limited to the
following items:
a. Visual observations of the irrigation storage ponds and spray irrigation sites.
b, Record of preventative maintenance (irrigation pump maintenance, irrigation storage pond
maintenance, changing sprinkler nozzles, etc.).
c. Date of calibration of flow measurement device
7. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in all irrigation and
storage ponds shall be recorded weekly.
8. Monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment C.
All mapping, well construction forms, well abandonment forms, and monitoring data shall refer to the
permit number and the well nomenclature as provided in Attachment C.
Two copies of the results of the sampling and analysis must be received on Form 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 last 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.
10. Three copies of all monitoring data [as specified in Conditions 1V.3. and IVA.] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Conditions N.S. and IV.6. on Form NDAR-1 for every utilization area 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
11. 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 removed.
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12. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
13. 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 reclaimed utilization area or
runoff from the reclaimed utilization areas.
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 utilization area.
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 Pennittee 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.
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.
WQ0023693 Version 13 Shell Version 070320 Page 9 of 12

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.
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.
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 on official Division forms,
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.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
T 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 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 .0I05(e).
Permit issued this the 4 b day of May, 2007
NORTH CARQ"I/IA ENVWNMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023693
WQ0023693 Version 1.3 Shell Version 070320 Page 10 of 12

Permit No. WQ0023693
May 4, 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, wee)y, full time) the construction of
the project,
Project Name
Location and County
for the Perrnittee 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.
WQ0023693 Version 1.3 Shell Version 070320 Page 11 of 12

THIS PAGE BLANK
WQ0023693 Version 13 Shell Version 070320 Page 12 of 12

ATTACHMENT A - EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Permit Number:
WQ0023693
001 WWTP Effluent, West Brunswick Regional Water Reclamation Facility
EFFLUENT C'HARNC..`TFRISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthl era a
Weekly
Avera a
Dail Maximum
Measurement
Frequency
Sam le T e
Nitro en, Nitrate Total as N - 00620
2 X week
Composite
Nitrogen, K'eldahl, Total as - 00625
2 X week
Composite
Nitrogen, Ammonia Total (as N) - 00610
4
m /i
6.
mg/l
2 X week
Composite
Solids, Total Suspended - 00530
5
m /l
10.
mg/l
2 X week
Composite
BOD, 5-Day 20 Deg, C - 00310
10
m l
15.
m /l
2 X week
Composite
Solids, Total Dissolved - 70295
3 X year
Composite
H - 00400
9
su
5 X week
Grab
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
14
#/IOOmI
25
#/100m1
2 X week
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
Chloride (as Cl) 00940 - Summer
3 X year
Grab
Solids, Settleable - 00545
5 X week
Grab
Chlorine, Total Residual - 50060
5 X week
Grab
Flow, in conduit or thm treatment plant - 50050
2,822,258 1
gpd
Continuous
Recorder
Turbidi , HCH Turbidimiter - 00076
1
1
10.
ntu
Continuous
Recorder
Notes:
3 x year sampling shall be conducted in March, July, and November
There shall be no discharge of floating solids or visible foam in other than trace amounts.
WQ0023693 Version 1.3 Attachment A Page 1 of I

THIS PAGE BLANK
WQ00236-- Version 1.3 Attachment p I of 1

ATTACHMENT B - Approved Land Application Sites
Permit Number: WQ0023693
Brunswick County
West Brunswick Relzional WWTF
Net
Dominant
Hourly
Dis oral Facilitv
Field/lone Id
County
Latitude
Longitude
Acreage
Soil Series
Parameter
Avg
Yearly Max
01284 - Application
St James Plantation
I (PGM 14)
Brunswick
499
Leon
Surface Irrigation
0.2 inches
36.4 inches
01284 - Application
St James Plantation
2 (PGM 11)
Brunswick
2.37
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
3 (PGM 2)
Brunswick
19.16
Leon
Surface Irrigation
0.2 inches
36.4 inches
01284 -Application
St James Plantation
4 (PGM 9)
Brunswick
9.63
Kureb
Surface Irri ation
0.3 inches
156 inches
01284 - Application
St James Plantation
5 (PGM 4)
Brunswick
4.55
Leon
Surface Irrigation
0.2 inches
36.4 inches
01284 - Application
St James Plantation
6 (PGM 16)
Brunswick
2.85
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
7 (PGM 17)
Brunswick
1.74
Leon
Surface Irrigation
0.2 inches
36.4 inches
01284 -Application
St James Plantation
8 (PGM 7)
Brunswick
.35
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
9 (PGM 13)
Brunswick
5.27
Leon
Surface Irrigation
0.2 inches
36.4 inches
01284 - Application
St James Plantation
10 (PGM 12)
Brunswick
1.40
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
11 (PGM 1)
Brunswick
14.35
Leon
Surface hTi ation
0.2 inches
36.4 inches
01284 -Application
St James Plantation
12 (PGM 10)
Brunswick
12.24
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
13 (PGM 6)
Brunswick
3.95
Leon
Surface Irrigation
0.2 inches
36.4 inches
01284 - Application
St James Plantation
14 (PGM 5)
Brunswick
.49
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
15 (PGM 3)
Brunswick
1.64
Leon
Surface Irrigation.
0.2 inches
36.4 inches
01284 - Application
St James Plantation
16 (PGM 8)
Brunswick
.20
Kureb
Surface Irrigation
0.3 inches
156 inches
01284 - Application
St James Plantation
17 (PGM 15)
Brunswick
6.69
Kureb
Surface Irrigation
0.3 inches
156 inches
FSt
01284 - Application
James Plantation
18 (PGM 18)
Brunswick
10.56
Leon
Surface Irrigation
0.2 inches
36A inches
WQ0023693 Version 1.3 Attachment B Page 1 of 5

DRIP ZONE 1
01284 -Application
West Brunswick WWTP
SOUTH
Brunswick
34°03'54"
78°14'45"
18.80
Blanton
Surface Irrigation
78.2 inches
DRIP ZONE 2
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
19.19
Blanton
Surface Irrigation
78.2 inches
DRIP ZONE 3
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
33.79
Blanton
Surface Irri ation
73.9 inches
DRIP ZONE 4
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
5.88
BIanton
Surface Irrigation
65.4 inches
DRIP ZONE 5
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78014145"
.84
Blanton
Surface Irrigation
78.2 inches
DRIP ZONE 6
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
10.19
Blanton
Surface Irrigation
65.8 inches
DRIP ZONE 7
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78014145"
12.30
Foreston
Surface Irrigation
41.7 inches
DRIP ZONE 8
01284 -Application
West Brunswick WWTP
SOUTH
Brunswick
34°03'54"
78014'45"
20.24
Blanton
Surface Irrigation
67.2 inches
DRIP ZONE 9
01284 -Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
16.04
Blanton
Surface Irrigation
62.6 inches
DRIP ZONE 10
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
25.76
Blanton
Surface Irrigation
77.5 inches
DRIP ZONE 11
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54" 1
78014'45"
27.80
Blanton
Surface Irrigation
78.2 inches
DRIP ZONE 12
01284 - AppIication
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78°14'45"
1.24
Leon
Surface Irrigation
31.3 inches
DRIP ZONE 13
01284 - Application
West Brunswick WWTP
(SOUTH)
Brunswick
34°03'54"
78Q14'45"
15.99
Blanton
Surface IEA ation
64.5 inches
DRIP ZONE 14
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78°14'45"
51.65
Rains
Surface Irrigation
27.2 inches
DRIP ZONE 15
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78°14'45"
15.25
Rains
Surface Irrigation
20.9 inches
DRIP ZONE 17
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78'°14'45"
12.49
Foreston
Surface Irrigation
31.8 inches
DRIP ZONE 18
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78014'45"
12.34
Rains
Surface Irrigation
26 inches
DRIP ZONE 19
01284 -Application
West Brunswick WWTP
(NORTH)
Brunswick
34003'54"
78°14'45"
25.05
Leon
Surface Irrigation
31.3 inches
DRIP ZONE 20
01284 -Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78°14'45"
10.95
Leon
Surface Irrigation
31.3 inches
DRIP ZONE 21
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78°14'45"
28.01
Leon
Surface Irrigation
31.3 inches
WQ00236, , Version 1.3 Attachment B age 2 of 5

DRIP ZONE 22
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78'14'45"
33.22
Leon
Surface Irrigation
31.3 inches
DRIP ZONE 23
01284 - Application
West Brunswick WWTP
ORTH
Brunswick
34°03'54"
78014145"
22.78
Leon
Surface Irri ation
31.3 inches
DRIP ZONE 24
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78'14'45"
18.00
Leon
Surface Irri ation
31.3 inches
DRIP ZONE 25
01284 - Application
West Brunswick WWTP(NORTH)
Brunswick
34'03'54"
78°14'45"
7.25
Leon
Surface irrigation
31.3 inches
DRIP ZONE 26
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34°03'54"
78"14'45"
16.91
Leon
Surface Irrigation
31.3 inches
DRIP ZONE 27
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34003'54"
78014'45"
8.02
Leon
Surface Irrigation
31.3 inches
DRIP ZONE 28
01284 - Application
West Brunswick WWTP(NORTH)
Brunswick
34103'54"
7811445"
17.09
Rains
Surface Irrigation
24.6 inches
DRIP ZONE 29
01284 - Application
West Brunswick WWTP
(NORTH)
Brunswick
34'03'54"
78'14'45"
10.25
Rains
Surface Irrigation
25.1 inches
01284 - Application
Winding River
IA
Brunswick
3.29
Blanton
Surface Irrigation
0.2 in/yr
83.2 in/yr
01284 - Application
Winding River
2A
Brunswick
5.52
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
3A
Brunswick
5.50
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
6A
Brunswick
7.80
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
7A
Brunswick
3.40
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
8A
Brunswick
4.93
Blanton
Surface Irrigation
0.2 inches
832 inches
01284 - Application
Winding River
9A
Brunswick
8.91
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
10A
Brunswick
4.26
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
11A
Brunswick
7.46
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
12A
Brunswick
4.08
Blanton
Surface hri ation
0.2 inches
83.2 inches
01284 - Application
Winding River
13A
Brunswick
3.41
Blanton
Surface Irri ation
0.2 inches
83.2 inches
01284 - Application
Winding River
14A
Brunswick
1.39
Blanton
Surface Irrigation
0.2 inches
83.2 inches
WQ0023693 Version 1.3 Attachment B Page 3 of 5

01284 - Application
Winding River
15A
Brunswick
2.18
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
16A
Brunswick
1.45
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
17A
Brunswick
1.79
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
18A
Brunswick
3.80
Blanton
Surface Irrigation
0.2 inches
83.2 inches
PRACTICE RANGE
01284 - Application
Winding River
A
Brunswick
8.00
Blanton
Surface Irrigation
0.2 inches
832 inches
01284 - Application
Winding River
1B
Brunswick
1.19
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
3B
Brunswick
1.42
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
4B
Brunswick
5.51
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 -Application
Winding River
5B
Brunswick
2.62
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
IOB
Brunswick
1.44
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
1113
Brunswick
1.25
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
13B
Brunswick
2.40
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
15B
Brunswick
3.31
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
WindinE River
I6B
Brunswick
1.44
Leon
Surface Irri ation
0.2 inches
41.6 inches
01284 - Application
Winding River
18B
Brunswick
7.13
Leon
Surface Irrigation
0.2 inches
41.6 inches
PRACTICE RANGE
01284 - Application
Winding River
B
Brunswick
7.06
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
IBIS 1 A
Brunswick
2.00
Blanton
Surface Irrigation
02 inches
83.2 inches
01284 - Application
Winding River
IBIS I B
Brunswick
5.60
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - AppIication
Windin River
IBIS 2 A
Brunswick
2.53
Blanton
Surface Irrigation
0.2 inches
832 inches
01284 - Application
Winding River
IBIS 3 A
Brunswick
4.64
Blanton
Surface Irrigation
0.2 inches
83.2 inches
WQ00236_ Jersion 1.3 Attachment B -,;age 4 of 5

01284 - Application
Winding River
IBIS 3 B
Brunswick
.63
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 -Application
Winding River
IBIS 4 A
Brunswick
4.07
Blanton
Surface Irri ation
0.2 inches
83.2 inches
01284 -Application
Winding River
IBIS 5 A
Brunswick
.67
Blanton
Surface Irri ation
0.2 inches
83.2 inches
01284 -Application
Winding River
IBIS 6 A
Brunswick
5.40
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 -Application
Winding Itivez
IBIS 7 A
Brunswick
5.02
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
IBIS 8 A
Brunswick
2.21
Blanton
Surface Irrigation
0.2 inches
83.2 inches
01284 - Application
Winding River
IBIS 8 B
Brunswick
.63
Leon
Surface Irrigation
0.2 inches
41.6 inches
01284 - Application
Winding River
IBIS 9 A
Brunswick
4.19
Blanton
Surface Irri ation
0.2 inches
83.2 inches
Total
749.28
WQ0023693 Version 1.3 Attachment B Page 5 of 5

THIS PAGE BLANK
WQ0023U . lersion 1.3 Attachment B age 1 of 1

ATTACHMENT C - LIMITATIONS AND MONITORING REOUIREMENTS
Permit Number: W00023693
MW-1 BIMS001238
CHARACTERISTICS
14MITS..
MONITORING REQUIREMENTS.
Parameter Description - PCS Code
Daily Maximum
Units
Measurement Frequency
Sample Type
-DailyMinimum
Water level, distance from tneasurin 2oint - 82546
3 X year
Calculated
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
pH - 00400
6.5
8.5
su
3 X year
Grab
Chloride (as Cl) - 00940
250
rn /L
3 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
Nitrogen, Nitrate Total as N - 00620
10
m /L
3 X year
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
MW-2 BIMS001239
CHARACTERISTICS
( LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Daily Minimum
Daily Maximum
Units
Measurement Frequency
Sample Type
Water level, distance from measuring point - 82546
3 X year
Calculated
Coliform, Fecal MF, M-FC Brotk44.5C - 31616
3 X year
Grab
Carbon, Tot Organic (TOC - 00680
3 X year
Grab
H - 00400
6.5
8.5
su
3 X year
Grab
Chloride as Cl)- 00940
250
m L
3 X year
Grab
Nitrogen, Ammonia Total as - 00610
3 X year
Grab
Nitrogen, Nitrate Total as N) - 00620
10
m /L
3 X year
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
MW-3 BIMS001240
CHARACTERISTICS
LIMITS
MONITORING RE UIREMENTS
Parameter Description - PCS Code
Dail Minimum
Dail Maximum
Units
Measurement Frequency
Sample Type
Water Ievel, distance from mcasnrin oint - 82546
3 X year
Calculated
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
H - 00400
6.5
8.5
su
3 X year
Grab
Chloride (as Cl) - 00940
250
Ong/L
3 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
10
mg/L
3 X year
Grab
Solids, Total Dissolved - 70295
3 X ear
Grab
Volatile Compounds, (GCIMS) - 78732
Annually 4
Grab
WQ0023693 Version 1.3 Attachment C Pagel of 3

MW4 BIMS001241
CHARACTERISTICS
LIMITS
MONITORING REQUIREMFNTS
Parameter Description - PCS Code
Dail Minimum
Daily Maximum
Units
Measurement Freguency
Sample Type
Water level, distance from measuring point - 82546
3 X year
Calculated
Coli%rm, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
pH - 00400
6.5
8.5
su
3 X year
Grab
Chloride as Cl - 00940
250
mg/L
3 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
10
mg/L
3 X year
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Volatile Compounds, (GOMS) - 78732
Annually
Grab
MW-5 BIMS001242
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Daily Minimum
Daily Maximum
Units
Measurement Frequency
Sample Type
Water level, distance from measuring point - 82546
3 X year
Calculated
Coliformm, Fecal MF, M-FC Broth,44.5C - 316I6
3 X year
Grab
Carbon, Tot Organic TOC - 00680
3 X year
Grab
H - 00400
6.5
8.5
su
3 X year
Grab
Chloride (as Cl) - 00940
250
m L
3 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
10
m /L
3 X year
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
MW-6 BIMS001243
CHARACTERISTICS
LIMITS
AlON1TORING REQUIREMENTS
Parameter Description - PCS Code
Minimum
Daily Maximum
Units
Measurement Frequency
Sample Type
—Daily
Water level, distance from measuring point - 82546
3 X year
Calculated
Colifon-r4 Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
H -00400
6.5
8.5
su
3 X year
Grab
Chloride (as Cl) - 00940
250
ing/L
3 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
10
mg/L
3 X year
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
WQ0023c._... Jersion 1.3 Attachment C — 'age 2 of 3

1. 3 X year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.
2. 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.
3. 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.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 621 OD, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. 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 merit, at a minimum, include all the constituents listed in Table VIII 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 D WQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. 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.
6. If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in this attachment.
WQ0023693 Version 1.3 Attachment C Page 3 of 3