WQ0023693_Final Permit_20141209

Pat McCrory
Governor
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NCDENR
North Carolina Department of Environment and Natural Resources
December 9, 2014
TERRY W. PIERCE, PE — PUBLIC UTILITIES DIRECTOR
BRUNSWICK COUNTY
POST OFFICE BOX 249
BOLIVIA, NORTH CAROLINA 28422
Dear Mr. Pierce:
John E. Skvarfa, Ili
Secretary
Subject: Permit No. WQ0023693
West Brunswick Regional WRF
Reclaimed Water Generation,
Non -Conjunctive Reclaimed
Water Utilization & High -
Rate Infiltration. System
Brunswick County
In accordance with your permit major modification request received August 28, 2014, and
subsequent additional information received November 10, 2014, we are forwarding herewith Permit No.
WQ0023693 dated December 9, 2014, to Brunswick County for the operation of the subject reclaimed
water generation, non -conjunctive reclaimed water utilization, and high -rate infiltration facilities.
Modifications to the subject permit are as follows:
➢ Permission to accept up to 293,000 GPD of raw wastewater influent from the Ocean Isle
Beach WWTP to the West Brunswick Regional WRF.
This permit shall be effective from the date of issuance until September 30, 2017, shall void
Permit No. WQ0023693 issued March 3, 2010, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A,
B and C for they may differ from the previous permit issuance. Failure to establish an adequate system
for collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, customized electronic copies of your facility's NDMR, NDAR-1 and
NDAR-2 reporting forms are available for download at:
htt :// ortal.ncdonr.or web/w /a s/lau/re ortin .
Please note the following permit conditions have been removed since the last permit
issuance dated March 3, 2010:
➢ Old Condition 11.20. — This condition has been removed.
Non -Discharge Permitting Unit
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Phone: 91M07-€4641Internet: http:I)portal.nedenr.org/web/wq
An Equal Opportunity 1 Affirmative Acton Employer - Made in part with recycled paper

Mr. Jerry W. Pierce, PE
December 9, 2014
Page 2 of 2
Please note the following permit conditions and attachments are new/modified since the last
permit issuance dated March 3, 2010:
➢ Condition I.I. — This condition grants permission for the subject facility to accept raw
wastewater from the Ocean Isle Beach WWTP headworks.
➢ Condition 111.4. — This condition requires that a certified operator of a grade equivalent or
greater than the reclaimed water generation facility be on call 24 hours per day.
➢ Condition 111.19. — This condition requires the Permittee to develop and implement an
education program to inform users and employees about the proper use of reclaimed water.
Y Condition III.20_ — This condition requires the Permittee to provide notification to the public
and employees about the use of reclaimed water.
Y Condition IV.8.e. — This condition requires the Permittee to maintain a record of all
unpermitted releases of reclaimed water.
i� Condition IV.9. — This condition requires the Permittee to develop and maintain a routine
review and inspection program for offsite users of reclaimed water.
➢ Condition IV.13. — This condition requires the Permittee to provide its users with an annual
report summarizing the performance of the wastewater treatment and utilization facility.
➢ Attachment A — Please note that per the Division of Water Resources' Non -Discharge
Permitting Unit Wastewater Monitoring Policy, all non -discharge systems are having their
effluent monitoring schedules reevaluated. Accordingly, the sampling frequency for BOD5
(00310), Fecal Coliform (31616), Ammonia (00610), Nitrate (00610), Total Nitrogen
(00600), Phosphorus (00665), and Total Suspended Solids (00530) have had their sampling
frequency increased to 3 x Week.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at
[phone] or nathaniel.thombur ncdenr.gov_.
Sincerely,
/Thorkas A. Reeder, Director
Division of Water Resources
cc. Brunswick County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
G. Eric Williams, PE — HDR Engineering, Inc. of the Carolinas (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
RECLAIMED WATER GENERATION, NON -CONJUNCTIVE RECLAIMED WATER
UTILIZATION & HIGH -RATE INFILTRATION 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
operation of a wastewater treatment / reclaimed water generation, non -conjunctive reclaimed water
utilization and high -rate infiltration facility consisting of the:
continued operation of the 3.0 million gallon per day (MGD) West Brunswick Regional WRF consisting
of approximately 7,000 linear feet (LF) of 24-inch sanitary sewer force main; 6,000 LF of 24-inch
reclaimed water force main; and 2,000 LF of 8-inch water force main; two air release valves and
associated appurtenances; dual influent flow meters; plant headworks, including a manual and two
mechanical bar screens, a vortex grit removal system with associated 220 gallon per minute (GPM) grit
pumps, a screenings washer and grit classifier; two unequal sized equalization basins with a total capacity
of 750,000 gallons with dual 1,400 GPM transfer pumps, a 2,900 GPM and one (1) 1,000 GPM jet
aeration pump, and served by two 1,620 cubic feet per minute (CFM) and two 540 CFM blowers; an
oxidation ditch flow splitter box; two 950,000-gallon oxidation ditches with three 5 horsepower (hp)
submersible mixers, three 75 hp brush aerators, and an adjustable effluent weir per oxidation ditch; two
70-ft diameter secondary clarifiers with dual 20 GPM scum pumps; two rotating disk package filters with
a combined 3.0 MGD design flow; a 78,000-gallon chlorine contact chamber with a sodium hypochlorite
feed system; three 1,400 GPM Recycled. Activated Sludge (RAS) pumps and two 100 GPM Waste
Activated Sludge (WAS) pumps; a 238,000-gallon aerated sludge storage tank served by two 320 CFM
blowers, a 1,465 GPM transfer pump, and two 250 GPM WAS thickener feed pumps; a gravity belt
thickener with polymer feed system; an autothermal thermophilic aerobic digestion (ATAD) facility for
producing Class A biosolids consisting of two 20-ft diameter concrete ATAD tanks, a 70-ft diameter
concrete storage tank, two 250 GPM ATAD feed pumps, two 40 hp jet aeration pumps, a 50 hp jet
aeration pump, two 5 hp sludge transfer pumps, a 250,000 BTU/hr heat exchanger, five 15 hp blowers, an
ammonia scrubber and biofilter, and associated control systems; a 250 GPM sludge transfer pump; two
2,100 GPM sewer drain pumps; dual odor control systems; a 200 GPM and two 75 GPM non -potable
water pumps; two 1,600 kilowatt (kW) auxiliary generators with automatic transfer switches; a reclaimed
water pump station with two 2,800 GPM and two 1,400 GPM effluent pumps; a I5.0 MG synthetically
lined upset pond with two 2,100 GPM upset pumps; and all associated piping, valves, controls and
appurtenances; the
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continued operation of the 599,650 gallon per day (GPD) non -conjunctive reclaimed water utilization
system at the Members CIub at St. James Plantation consisting of: a 200 GPM dual pump station with
high water alarms; approximately 600 LF of 4-inch force main and approximately 4,100 LF of 10-inch
force main; a 3.0 MG storage/irrigation pond; a 1,050 GPM dual irrigation pump station with high water
alarms; approximately 102.4 acres of reclaimed water irrigation area; and all associated piping, valves,
controls and appurtenances; the
continued operation of the 796,650 GPD non -conjunctive reclaimed water utilization system at Winding
River Golf Course consisting of: a 13.0 MG storage/irrigation pond; approximately I50 acres of
reclaimed water irrigation area; and all associated piping, valves, controls and appurtenances; the
continued operation of the 1,722,400 GPD West Brunswick Drip Facility consisting of approximately
2,665 LF of 16-inch reclaimed water force main; a 98.25 MG synthetically lined wet weather storage
pond; reclaimed water pump station with a manual bar screen, two 3,300 GPM and a 1,600 GPM pump,
two magnetic flow meters, a disk filtration system, and a sodium hypochlorite feed system; 497.32 acres
of drip irrigation area grouped as the Southern Management Area (Zones 1-13), the Northern
Management Area (Zones 14-15 and 17-29), associated forest clearing and planting of loblolly pine
seedlings; and all associated piping, valves, controls and appurtenances; the
continued operation of a reclaimed water distribution system consisting of approximately 15,269 LF of
16-inch reclaimed water force main, approximately 3,471 LF of 18-inch reclaimed water force main, and
approximately 1,020 LF of 20-inch reclaimed water force main to serve from N.C. 211 to reclaimed valve
vault (Section 5); approximately 804 LF of 10-inch reclaimed water force main, and approximately
15,650 LF of 16-inch reclaimed water force main to serve from Bolivia to Reclaimed valve vault (sewer
force main) and valve vault to utilization site (reclaimed water force main); approximately 5,774 LF of
10-inch reclaimed water force main to serve N.C. 211 to Winding River Plantation; approximately 11,813
LF of 12-inch reclaimed water force main, and approximately 13 LF of 16-inch reclaimed water force
main to serve N.C. 211 to St. dames Plantation; and all associated piping, valves, controls and
appurtenances; the
construction and operation of a 3.0 MGD West Brunswick Regional WRF expansion consisting of: an
influent flow meter; plant headworks including: a mechanical bar screen with '/ inch spacing, vortex grit
removal with grit chamber, a 220 GPM grit pump screenings washer and grit classifier; an alkalinity feed
system including: a 5,000-gallon chemical storage tank, two 0.5 GPM chemical feed pumps, two 22 GPM
recirculation pumps, and two 0.68 GPM alum feed pumps; two unequal sized equalization basins with a
total capacity of 840,700 gallons with two 1,400 GMP transfer pumps, a 2,900 GPM and a 1,000 GPM jet
aeration pump, served by two 320 CFM and two 790 CFM blowers; an oxidation ditch influent flow
meter and flow splitter box; two 950,000 gallon oxidation ditches with three 5 hp submersible mixers,
three 75 hp brush aerators, and an adjustable effluent weir per oxidation ditch; two 70 ft diameter
secondary clarifiers with dual 20 GPM scum pumps; two rotating disk package filters with a combined
3.0 MGD design flow; three 1,400 GPM RAS pumps and two 100 GPM WAS pumps; a 4000 GPM
ultrasonic RAS flow meter and a 250 GPM ultrasonic WAS flow meter; two 30 fl by 60 ft chlorine
contact tanks with a sodium hypochlorite feed system; a 238,000-gallon aerated sludge storage tank
served by two 510 CFM blowers and a 1,465 GPM transfer pump and two 250 GPM WAS thickener feed
pumps; a gravity belt thickener with polymer feed system; two (2) 141,000-gallon ATAD tanks each with
two 3,500 GPM jet aeration pumps, two 750 GPM foam control pumps, and two 275 CFM blowers; a
turbidity meter, a septage receiving station with a magnetic flow meter, a fine screen, a screenings
collector screw, an aerated grit chamber with a 2 CFM blower and a 0.75 hp mixer, two 9,500 gallon
aerated equalization tanks with two 75 CFM blowers and two 50 GPM sludge pumps, a vacuum drum
filter; a 510 CFM vacuum pump, a receiver tank, a filter tank, an air/liquid separator, and an 80 GPM
receiver pump; a reclaimed water pump station with two 2,800 GPM and two 1,400 GPM effluent pumps;
reconstruction of the 15.0 MG synthetically lined upset pond to increase the volume to 30.0 MG; a 20,000
gallon infiltration pump tank; and all associated piping, valves, controls and appurtenances; the
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construction and operation of the 1,190,900 GPD IP Tract Utilization/Disposal Site consisting of:
approximately 10,460 LF of 16-inch reclaimed water force main; approximately 50.88 acres of reclaimed
water irrigation area; two 1,200 GPM spray irrigation pumps; nine high -rate infiltration basins with a
cumulative area of 13.88 acre; approximately 14,167 LF of 8-inch perforated PVC groundwater lowering
drain with clay anti -seep collars, in -line clean outs, and a PVC membrane curtain; three groundwater
lowering pump stations each with two 650 GPM submersible dewatering pumps and a magnetic flow
meter; and all associated piping, valves, controls and appurtenances; the
construction and operation of the 1,349,700 GPD Mercer Mill Utilization/Disposal Site consisting of
approximately 37.86 acres of reclaimed water irrigation area; two 1,300 GPM spray irrigation pumps; two
high -rate infiltration basins with a cumulative area of 12.55 acres; approximately 5.1 MG of wet weather
storage for the Mercer Mill spray irrigation area is contained in Pond MM #2 under normal operating
conditions; approximately 9.8 MG of wet weather storage for the Reserve Club Golf course is allocated in
Pond MM 91 via excess disposal capacity; approximately 6,088 LF of 10-inch perforated PVC
groundwater lowering drain with clay anti -seep collars and in -line clean outs; two groundwater lowering
pump stations each with two 1,300 GPM submersible dewatering pumps and a magnetic flow meter; and
all associated piping, valves, controls and appurtenances; and the
construction and operation of the 354,747 GPD Reserve Club Golf Course non -conjunctive reclaimed
water utilization system consisting of: a 1,000 GPM dual pump irrigation dosing station; approximately
70 acres of reclaimed water spray irrigation; a 1.2 acre irrigation/storage pond with approximately 1.5
MG of effective storage (an additional 9.8 MG of wet -weather storage for the Reserve Club is provided
via excess disposal capacity that is included in infiltration pond MM 91 at the Mercer Mill site); an
irrigation flow meter; and all associated piping, valves, controls and appurtenances
to serve the West Brunswick Regional WRF, with no discharge of wastes to surface waters, pursuant to
the application received August 28, 2014, and subsequent additional information received by the Division
of Water Resources, and in conformity with the project plans, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until September 30, 2017, shall void Permit No.
WQ0023693 issued March 3, 2010, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
1. Upon completion of the diversion gravity sewer, pump station and associated force main permitted
under Permit No. WQ0037162, the Permitee may accept a daily maximum of 293,000 gallons per
day (GPD) of raw wastewater influent from the Ocean Isle Beach WWTP headworks to the West
Brunswick Regional WRF for subsequent treatment and disposal/utilization.
2. At least 120 days prior to operation of the IP Tract Utilization/Disposal Site and the Mercer Mill
Utilization/Disposal Site, a Wetlands Monitoring Plan shall be submitted to the Division for written
approval. This plan shall include monitoring of nearby, reference wetland sites in addition to
wetlands near the spray fields and groundwater lowering devices for comparative purposes. Pursuant
to paragraph (b) of Rule 15A NCAC 02B .0231, the Wetlands Monitoring Plan shall outline the
monitoring program to support the biological and physical characteristics naturally present in
wetlands to protect and prevent adverse impacts on: water currents, erosion or sedimentation patterns;
natural water temperature variations; the chemical, nutrient and dissolved oxygen regime of the
wetland; the movement of aquatic fauna; the pH of the wetland; and water levels or elevations. Mail
four copies of the Monitoring Plan to the Water Quality Permitting Section, Division of Water
Resources, 1617 Mail Service Center, Raleigh, NC 27699-1617. Please note that any diversion from
the Wetlands Monitoring Plan or any adverse impact on the surrounding wetlands shall result in
immediate corrective action including the removal of the groundwater lowering discharge from the
permitted facility.
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3. In accordance with I5A NCAC 02T .0116, upon completion of construction and prior to operation of
the modified facilities (i.e., West Brunswick Regional WRF expansion, the IP Tract
Utilization/Disposal Site, the Mercer Mill UtiIization/Disposal Site, and/or the Reserve Club Golf
Course non -conjunctive reclaimed water utilization system), a certification (attached) shall be
submitted from a licensed North Carolina Professional Engineer certifying that the permitted facility
has been installed in accordance with this permit, Division approved plans and specifications, and
other supporting documentation, including the location of all monitoring wells as applicable. If this
project is to be completed in phases and partially certified, the Permittee shall retain the, responsibility
-- - - P it ..
to track further constructron_app_r_oye_d under the.. ermt, and skull provide a final c
certificate of
completion once the entire project has been completed. Mail the Certification to the Division of
Water Resources, Water Quality Permitting Section, Non -Discharge Permitting Unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.
4. The Wilmington Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the modified facilities such that
an in -place inspection can be made. Notification to the regional supervisor shall be made from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
5. Reclaimed water utilization at the Reserve CIub Golf Course shall not begin until the West Brunswick
Regional WRF expansion, the IP Tract Utilization/Disposal Site and the Mercer Mill
Utilization/Disposal Site have been certified in accordance with Condition I.3.
6. A gauge to monitor reclaimed water levels in the 1.2 acre irrigation/storage pond at the Reserve Club
Golf Course shall be installed prior to operation.
7. No Iater 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 renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate_ Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
H. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the utilization areas to adequately assimilate
the reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement reclaimed water generation, disposal
and utilization facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. All wells 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
jurisdictional laws and regulations pertaining to well construction.
4. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
5. Application rates shall not exceed those specified in Attachment B.
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6. 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 reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed 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: RECLAIlVIED WATER — DO NOT
DRINK." Identification tape shall be installed on reclaimed water pipelines in a visible
manner, fastened at least every 10 feet to each pipe length and run continuously the entire
length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing
reclaimed water shall be taped or otherwise identified as noted above. This identification
need not extend the entire length of the distribution system, but shall be incorporated within
10 feet of crossing any potable water supply line or sanitary sewer line.
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. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -
potable quality. As an alternative to the use of locked vaults with standard hose bib services, other
locking mechanisms such as hose bibs which can only be operated by a tool may be placed above
ground and labeled as non -potable water.
7. No direct cross -connections shall be allowed between reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406.
8. Reclaimed water distribution lines shall be located at least 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.
9. 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 in no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
10. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches
above any sewer 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.
11. The compliance and review boundaries for the non -conjunctive reclaimed water utilization areas at
the West Brunswick Drip Facility, the Members Club Golf Course, and the Winding River Golf
Course (all sites originally permitted prior to September 1, 2006) are established at the property
boundaries. Any exceedance of standards at the compliance or review boundary shall require action
in accordance with 15A NCAC 02L .0106.
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12. The compliance and review boundaries for the non -conjunctive reclaimed water utilization areas at
the 1P Tract, the Mercer Mill Site, and the Reserve Club Golf Course (all sites originally permitted
after September 1, 2006) are established at the irrigation area boundaries. Any exceedance of
standards at the compliance or review boundary shall require action in accordance with 15A NCAC
02L .0106.
13. The compliance boundaries for the high -rate infiltration basins at the LP Tract and the Mercer Mill
Sites, shall be specified in accordance with 15A NCAC 02L .0107(b). This disposal system was
individually permitted on or after December 30, 1983; therefore, the compliance boundary is
established at either 250 feet from the effluent disposal area, or 50 feet within the property boundary,
whichever is closest to the effluent 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.
14. In accordance with ISA NCAC 02L .0I08, the review boundaries for the high -rate infiltration basins
at the IP Tract and the Mercer Mill Site are established midway between the compliance boundary
and the effluent disposal area. Any exceedance of groundwater standards at the review boundary
shall require action in accordance with 15A NCAC 02L .0106.
15. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
16. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g)•
17. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Brunswick County Register of Deeds an easement running with the land containing the following
items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
18. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for non -conjunctive reclaimed utilization sites shall be as follows (all distances in
feet):
i. Surface waters not classified SA:
ii. Surface waters classified SA:
iii. Any well with exception to monitoring wells:
25
fflif
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b_ The setbacks for high -rate infiltration sites permitted under 15A NCAC 02T .0700 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
1001
ii. Any habitable residence or place of public assembly owned by the Permittee:
50 '
iii. Any private or public water supply source:
100
iv. Surface waters:
1002
v. Groundwater lowering ditches:
1002
vi. Surface water diversions:
50
vii. Any well with exception of monitoring wells:
100
viii. Any property Iine:
50 i
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
100
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
1002
xii. Any swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
xvi. Impounded public water supplies:
500
xvii. Public shallow groundwater supply:
500
Setbacks to habitable residences and places of public assembly under separated ownership
and owned by the Permittee have been reduced to 100 and 50 feet, respectively, and setbacks
to property lines have been reduced to 50 feet due to the Permittee's compliance with the
High -Rate Infiltration System Design Policy dated October 27, 2006.
2 Setbacks to surface waters, groundwater lowering ditches and subsurface groundwater
lowering drainage systems have been reduced to 100 feet because the treatment units are
designed to meet a Total Nitrogen of 7 mg/L and a Total Phosphorus of 3 mg/L in accordance
with I SA NCAC 02T .0706(b).
c. The setbacks for storage and treatment units permitted prior to September 1, 2006 shall be as
follows (all distances in feet):
i. Any well with exception of monitoring wells:
ii. Any property line:
100
501
1 The irrigation/storage pond at Winding River Plantation does not comply with this setback,
but was previously approved by the Division. Therefore, this setback does not apply to this
previously constructed pond.
d. The setbacks for storage and treatment units permitted after September 1, 2006 shall be as follows
(all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property Iine:
100
100
50
100
50
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19. The Water Reuse Agreement (attached) between the Members Club at St. James Plantation, LLC, the
Reserve Club at St. James Plantation, LLC, and Brunswick County shall remain in full effect for the
life of this permit. No modifications to this agreement shall be made without prior approval from the
Division of Water Resources.
III. 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 reclaimed water or
partially treated effluent resulting from the operation of this facility.
2. The Permittee shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02T .0707
and 02U .0801, which at a minimum shall include the following:
a. Description of the system in sufficient detail to show what operations are necessary for the
system to function and by whom the functions will be conducted;
b. A map of all distribution lines and record drawings of all utilization systems under the
Permittee's control;
e. Description of anticipated maintenance activities;
d. Include provisions for safety measures including restriction of access to sites and equipment; and
e. Spill control provisions including response to upsets and bypasses including control, containment,
remediation, and contact information for plant personnel, emergency responders and regulatory
agencies.
Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day.
5. A suitable year round vegetative cover shall be maintained on all non -conjunctive reclaimed water
utilization sites at all times, such that crop health is optimized, allows for even distribution of
reclaimed water, and allows inspection of the irrigation system.
Adequate measures shall be taken to prevent reclaimed water ponding in or runoff from the non -
conjunctive reclaimed water utilization sites.
7. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
8. All non -conjunctive reclaimed water utilization equipment shall be tested and calibrated at least once
per permit cycle. Calibration records shall be maintained at the facility for a period of no less than
five years, and shall be made available to the Division upon request.
9. Only effluent from the West Brunswick Regional WRF shall be utilized at the non -conjunctive
reclaimed water utilization sites and/or disposal of via the high -rate infiltration basins in accordance
with this permit.
WQ0023693 Version 2.3 Shell Version 141027 Page 8 of 15

10. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and operational at all times. If a generator is employed as an alternate power supply,
it shall be tested weekly by interrupting the primary power source.
11. No automobiles or machinery shall be allowed on the infiltration sites except during equipment
installation or while maintenance is being performed.
12. Public access to the infiltration sites, wastewater treatment facilities, and 5-day upset pond shall be
prohibited.
13. Public access to 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.
14. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
15. Freeboard in the reclaimed water irrigation/storage ponds, the high -rate infiltration basins, and the 5-
day upset pond shall not be less than two feet at any time.
16. Gauges to monitor water levels in the reclaimed water irrigation/storage ponds, the high -rate
infiltration basins, and the 5-day upset pond shall be provided. These gauges shall have readily
visible permanent markings at inch or tenth of a foot increments.
17. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
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 dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
18. All effluent shall be routed to the 5-day upset pond should the limit for fecal coliform (e.g., daily
maximum concentration of 25 colonies per 100 mL) or turbidity (e.g., instantaneous maximum of 10
NTU) be exceeded, until the problems associated with the wastewater treatment plant have been
corrected. The wastewater in the 5-day upset pond shall be pumped back to the treatment plant
headworks for re -treatment or treated in the 5-day upset pond prior to utilization.
19. The Permittee shall develop and implement an education program to inform users (including
employees) about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be
maintained consistent with the reclaimed water uses. All educational materials shall be made
available to the Division upon request.
20. In accordance with 15A NCAC 02U .0501, the Permittee shall provided notification to the public
and/or employees about the use of reclaimed water, and that reclaimed water is not intended for
drinking. Such notification shall be provided to employees in a language they can understand.
21. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0708 and 02U .0802_
22. The infiltration basins shall be periodically dredged to remove deposited materials that may impede
the infiltration process. Cleaning records shall be maintained at the facility for a period of no less
than five years, and shall be made available to the Division upon request_ The Wilmington Regional
Office, telephone number [phone], shall be notified prior to each cleaning.
WQ0023693 Version 2.3 Shell Version 141027 Page 9 of 15

23. Approximately 9.8 million gallons (MG) of wet weather storage for the reclaimed water irrigation
system at the Reserve Club is provided via excess disposal capacity that is available in infiltration
pond MM #1 at the Mercer Mill site. Future requests to allow wet weather storage to be allocated
within the infiltration basins at the Mercer Mill site and/or the lP Tract will not be approved unless
adequate operational data can be provided to document that the infiltration basins are functioning
effectively at the permitted Ioadnng rates, and that existing pumps and piping are sized adequately to
accommodate effluent transfer.
IV. MONITORING AND REPORTING REOU)IRMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed..
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the reclaimed water generating 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 to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the generating facility at the frequencies and locations
for the parameters specified in Attachment A.
5. The Permittee shall maintain adequate records tracking the amount of reclaimed water utilized and
effluent infiltrated. Records shall be maintained for a minimum of five years. At a minimum, these
records shall include the following information for each utilization site listed in Attachment B:
a. Date of reclaimed water irrigation and/or high -rate infiltration;
b. Volume of reclaimed water irrigated and/or effluent infiltrated;
c. Site irrigated and/or infiltrated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (incheslacre) loadings;
f. Loading rates to each infiltration site listed in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops (for irrigation sites only).
6. Freeboard (i.e., water level to the lowest embankment elevation) in the reclaimed water
in igation/storage ponds, the high -rate infiltration basins, and the 5-day upset pond shall be measured
to the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request.
WQ0023693 Version 2.3 Shell Version 141027 Page 10 of 15

7_ A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
S. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a_ Visual observations of treatment plant and plant site;
b. Date of calibration of flow measurement device(s);
c. Date and results of power interruption testing on alternate power supply;
d. Record of preventative maintenance (e.g., changing/adjusting of equipment, pump and valve
maintenance, cross connection control, testing, inspections and cleanings, etc.; and
e. Record of all unpermitted releases of reclaimed water to surface water or land surface including
date of occurrence, estimated volume of release, cause, and corrective action taken.
9. The Permittee shall develop and maintain a routine review and inspection program for offsite users of
reclaimed water. A log documenting user inspections shall be maintained for a minimum of five
years, and shall be made available to the Division upon request. At a minimum, this log shall include:
a. Visual observations of the reclaimed water user sites; and
b. Record of preventative maintenance (e.g., pump and valve maintenance, cross connection control,
etc.).
10. Three copies of all effluent monitoring data and reclaimed water distribution data (as specified in
Conditions IV.3. and IVA.) shall be submitted on Form NDMR for each PPI listed in Attachment A.
Reporting forms shall be submitted on or before the last day of the following month. If no reclaimed
water distribution activities occurred during the monitoring month, monitoring reports documenting
the absence of the activity are still required to be submitted. All effluent monitoring data shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center, Raleigh, North Carolina, 27699-1617.
11. Three copies of all operation and utilization records (as specified in Conditions IV.5. and IV.6.) shall
be submitted on Form NDAR 1 for every non -conjunctive utilization site listed in Attachment B.
Reporting forms shall be submitted on or before the last day of the following month. If no reclaimed
water utilization activities occurred during the month, monitoring reports are still required
documenting the absence of the activity. All information shall be submitted to the following address:
Division of Water Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, North
Carolina, 27699-1617.
12. Three copies of all operation and disposal records (as specified in Conditions IV.5. and W.6.) shall be
submitted on Form NDAR-2 for every high -rate infiltration site listed in Attachment B. Reporting
forms shall be submitted on or before the last day of the following month_ If no infiltration activities
occurred during the month, monitoring reports are still required documenting the absence of the
activity. All information shall be submitted to the following address: Division of Water Resources,
Information Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina, 27699-1617.
WQ0023693 Version 2.3 Shell Version 141027 Page 11 of 15

13. Pursuant to § 143-215.1C., the Permitee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the wastewater treatment and utilization
facility and the extent to which the facility has violated this permit, or federal or State laws,
regulations, or rules related to the protection of water quality. This report shall be prepared on either
a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the calendar
or fiscal year. Two copies of the annual report provided to the Permittee's users shall be submitted
to: Division of Water Resources, Water Quality Permitting Section, Non -Discharge Permitting Unit,
1617 Mail Service Center, Raleigh, North Carolina 27699-1617,
14. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment
C_ All mop[ ing, well construction forms, well abandonment forms and monitoring data shall refer to
the permit number and the well nomenclature as provided in Attachment C and Figure 1.
I5. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center, Raleigh, North Carolina, 27699-1617.
16. 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 facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., :mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any
unpermitted release of reclaimed water to land surface greater than or equal to 5,000 gallons.
Unpermitted releases less than 5,000 gallons to land surface shall be documented by the Permttee
in accordance with Condition IV.8. but do not require Regional Office notification.
d. Any time self -monitoring indicates the facilities permitted herein have gone out of compliance
with the limitations contained in this permit.
e. Ponding in or runoff from the reclaimed water utilization sites.
£ Effluent breakout from the infiltration basins.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
WQ0023693 Version 2.3 Shell Version 141027 Page 12 of 15

V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject facilities.
2. The Permittee or their designee shall inspect the subject facilities to prevent malfunction, facility
deterioration and operator errors resulting in discharges, which may cause the release of wastes to the
environment, a threat to human health or a public nuisance_ The Permittee shall maintain an
inspection log that includes, at a minimum, the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log
for a period of five years from the date of the inspection, and this log shall be made available to the
Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the facilities permitted herein at any reasonable time
for the purpose of determining compliance with this permit; may inspect or copy any records required
to be maintained under the terms and conditions of this permit, and may collect groundwater, surface
water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
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 jurisdictional government agencies
(e.g., local, state, and federal). 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 NCGO10000; any requirements pertaining to wetlands under
I5A NCAC 02B .0200 and 02H _0500; National Pollutant Discharge Elimination System (NPDES)
requirements under 15A NCAC 02H .0100, and documentation of compliance with Article 21 Part 6
of Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a written
permit modification request shall be submitted to the Division_ This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division 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 pursuant to 15A NCAC
02T .01050).
WQ0023693 Version 2.3 Shell Version 141027 Page 13 of 15

$. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T _0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e)(3).
Permit issued this the 9's day of December 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
o A. Reeder, Director
0Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0023693
WQ0023693 Version 2.3 Shell Version 141027 Page 14 of 15

Permit No. WQ0023693 Non -Conjunctive Utilization & High -Rate Infiltration System
Brunswick County December 9, 2014
West Brunswick Regional WRF Brunswick County
ENGINEER[NG CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I,_
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
Mailing Address
City State Zip
Telephone E-mail NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DMSION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0023693 Version 2.3 Shell Version 141027 Page 15 of 15

THIS PAGE BLANK

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent
Permit Number: WQ0023693 Version: 2.3
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENT'S
PCs
Code
parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
10
15
3 x Week
Composite
00940
Chloride (as Cl)
mg/L
3 x Year 1
Composite
50060
Chlorine, Total Residual
mg/L
5 x Week
Grab
31616
Coiiform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
14
25
3 x Week
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
3,000,000
6,000,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
6
3 x Week
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
3 x Week
Composite
00600
Nitrogen, Total (as N)
mg/L
7 "
3 x Week
Composite
00400
pH
su
i
6
9
5 x Week
Grab
00665
Phosphorus, Total (as P)
mg/L
3 `
3 x Week
Composite
70300
Solids, Total Dissolved —1 SO °C
mg/L
3 x Year t
Composite
00530
Solids, Total Suspended
mg/L
5
10
3 x Week
Composite
00076
Turbidity, HCH Turbidimeter
NTU
10
Continuous
Recorder
1. 3 x Year sampling shall be conducted every March, July and November.
2. Prior to construction and operation of the West Brunswick Regional WRF expansion and associated utilization/disposal facilities, the flow shall be limited to 3,000,000 GPD.
3. Upon construction, certification and operation of the West Brunswick Regional WRF expansion and associated utilization/disposal facilities, the flow shall be limited to 6,000,000 GPD.
4. The effluent limits for Total Nitrogen and Total Phosphorus have been suspended until the upgraded treatment and disposal facilities become operational.
WQ0023693 Version 2.3 Attachment A Page 1 of 6

PPI 002 —IP Tract Groundwater Lowering System Pump Station #1 (Effective Upon Construction & Certification)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
00680
Carbon, Total Organic (TOC)
mg/L
I
3 x Year
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Weekly
Grab
50050
Flow, in Conduit orthru Treatment Plant
GPD
415,180
Continuous
Recorder
00620
Nitrogen, Nitrate Total (asN)
mg/L
I
Weekly
Grab
00600
Nitrogen, Total (as N)
mg/L
Weekly
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
Weekly
Grab
70300
Solids, Total Dissolved —180 °C
mg/L
3 x Year
Grab
1. 3 x Year sampling shall be conducted every March, July and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-2 on Figure 4.
3. The sampling requirements for the groundwater pump station have been suspended until the upgraded treatment and disposal facilities become operational.
4. When gravity discharge is occurring, tlow in the gravity bypass pipe may be measured instantaneously and reported as an estimate.
WQ0023693 Version 2.3 Attachment A Page 2 of 6

PPI 003 — IP Tract Groundwater Lowering System Pump Station 42 (Effective Upon Construction & Certification)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
00680
Carbon, Total Organic (TOC)
mg/L
3 x Year'
Grab
00940
Chloride (as Cl)
mg(L
3 x Year
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
41100 mL
Weekly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
636,593
Continuous
Recorder
00620
Nitrogen, Nitrate Total (as N)
mg/L
Weekly
Grab
00600
Nitrogen, Total (asN)
mg/L
Weekly
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
Weekly
Grab
70300
Solids, Total Dissolved — 180 °C
mg/L
3 x Year
Grab
1. 3 x Year sampling shall be conducted every March, July and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-2 on Figure 4.
3. The sampling requirements for the groundwater pump station have been suspended until the upgraded treatment and disposal facilities become operational.
4. When gravity discharge is occurring, flow in the gravity bypass pipe may be measured instantaneously and reported as an estimate.
WQ0023693 Version 2.3 Attachment A Page 3 of 6

PPI 004 — IP Tract Groundwater Lowering System Pump Station #3 (Effective Upon Construction & Certification)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
00680
Carbon, Total Organic (TOG)
mg/L
3 x Year
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Weekly
Grab
50050
Flow, in Conduit orthru Treatment Plant
GPD
591,249
Continuous
Recorder
00620
Nitrogen, Nitrate Total (as N)
mg/L
Weekly
Grab
00604
Nitrogen, Total (asN)
mg/L
;
Weekly
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
Weekly
Grab
70300
Solids, Total Dissolved — ISO °C
mg/L
3 x Year
Grab
1. 3 x Year sampling shall be conducted every March, July and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-2 on Figure 4.
3. The sampling requirements for the groundwater pump station have been suspended until the upgraded treatment and disposal facilities become operational.
4. When gravity discharge is occurring, flow in the gravity bypass pipe may be measured instantaneously and reported as an estimate.
WQ0023693 Version 2.3 Attachment A Page 4 of 6

PPI 005 — Mercer Mill Groundwater Lowering System Pump Station 91 (Effective Upon Construction & Certification)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum.
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
00680
Carbon, Total Organic (TOC)
mg/L
3 x Year
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Weekly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
316,681
Continuous
Recorder
00620
Nitrogen, Nitrate Total (as N)
mg/L
Weekly
Grab
00600
Nitrogen, Total (as N)
mg/L
Weekly
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
Weekly
Grab
70300
Solids, Total Dissolved — 180°C
mg/L
3 x Year'
Grab
1. 3 x Year sampling shall be conducted every March, July and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-2 on Figure 4.
3. The sampling requirements for the groundwater pump station have been suspended until the upgraded treatment and disposal facilities become operational.
4. When gravity discharge is occurring, flow in the gravity bypass pipe may be measured instantaneously and reported as an estimate.
WQ0023693 Version 2.3 Attachment A Page 5 of 6

PPI 006 — Mercer Mill Groundwater Lowering System Pump Station 92 (Effective Upon Construction & Certification)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
00680
Carbon, Total Organic (TOC)
mg/L
3 x Year
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Weekly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
578,316
Continuous
Recorder
00620
Nitrogen, Nitrate Total (as N)
mg/L
Weekly
Grab
00600
Nitrogen, Total (as N)
mg/L
Weekly
Grab
00400
pH
su
Weekly
Grab
00665
Phosphorus, Total (as P)
mg/L
Weekly
Grab
70300
Solids, Total Dissolved— 180 °C
mg/L
3 x Year
Grab
1. 3 x Year sampling shall be conducted every March, July and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-2 on Figure 4.
3. The sampling requirements for the groundwater pump station have been suspended until the upgraded treatment and disposal facilities become operational.
4. When gravity discharge is occurring, flow in the gravity bypass pipe may be measured instantaneously and reported as an estimate.
WQ0023693 Version 2.3 Attachment A Page 6 of 6

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Brunswick County - West Brunswick Regional WRF
Members Club Golf Course (Non -Conjunctive Reclaimed Water Utilization)
Permit Number: WQ0023693 Version: 2.3
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1 (PGM 14)
St James Plantation
Brunswick
4.99
Leon
01284 - Non -Discharge Application Rate
0.2
36.4
inches
2 (PGM 11)
St James Plantation
Brunswick
2.37
Kureb
01284 - Non -Discharge Application Rate
0.3
156
inches
3 (PGM 2)
St James Plantation
Brunswick
19.16
Leon
01284 -Non-Discharge Application Rate
0.2
36.4
inches
4 (PGM 9)
St James Plantation
Brunswick
9.63
Kureb
01284 -Non-Discharge Application Rate
0.3
156
inches
5 (PGM 4)
St lames Plantation
Brunswick
4.55
Leon
01284 - Non -Discharge Application Rate
0.2
36.4
inches
6 (PGM 16)
St James Plantation
Brunswick
2.85
Kureb
01284 -Non-Discharge Application Rate
0.3
156
inches
7 (PGM 17)
St James Plantation
Brunswick
1.74
Leon
01284 - Non -Discharge Application Rate
0.2
36.4
inches
8 (PGM 7)
St James Plantation
Brunswick
.35
Kureb
01284 -Non-Discharge Application Rate
0.3
156
inches
9 PGM 13)
St James Plantation
Brunswick
5.27
Leon
01284 - Non -Discharge Application Rate
0.2
36.4
inches
10 (PGM 12)
St James Plantation
Brunswick
1.40
Kureb
01284 -Non-Discharge Application Rate
0.3
156
inches
l l (PGM 1)
St James Plantation
Brunswick
14.35
Leon
01284-Non-Discharge Application Rate
0.2
36.4
inches
12 (PGM 10)
St James Plantation
Brunswick
12.24
Kureb
01284-Non-Discharge Application Rate
0.3
156
inches
13 (PGM 6)
St James Plantation
Brunswick
3.95
Leon
01284 - Non -Discharge Application Rate
0.2
36.4
inches
14 (PGM 5)
St James Plantation
Brunswick
.49
Kureb
01284 - Non -Discharge Application Rate
0.3
156
inches
15 (PGM 3)
St James Plantation
Brunswick
1.64
Leon
01284-Non-Discharge Application Rate
0.2
36.4
inches
16 (PGM 8)
St James Plantation
Brunswick
.20
Kureb
01284 - Non -Discharge Application Rate
0.3
156
inches
17 (PGM 15)
St James Plantation
Brunswick
6.69
Kureb
01284 -Non-Discharge Application Rate
0.3
156
inches
18 (PGM 18)
St James Plantation
Brunswick
10.56
]_ on
01284 - Non -Discharge Application Rate
0.2
36.4
inches
Totals
102.43
WQ0023693 Version 2.3 Attachment B Page 1 of 7

Winding River Golf Course (Non -Conjunctive Reclaimed Water Utilization)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
dourly
Rate
Yearly
Max
Units
lA
Brunswick County
Brunswick
3.29
Blanton
01284-Non-Discharge Application Rate
0.2
83.2
inches
I
Brunswick County
Brunswick
1.19
Leon
01284-Nan-Discharge Application Rate
0.2
41,6
inches
2A
Brunswick County
Brunswick
5.52
Blanton
01284-Non-Discharge Application Rate
0.2
83.2
inches
3A
Brunswick County
Brunswick
5.50
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
3B
Brunswick County
Brunswick
1.42
Leon
01284 ---Non-Discharge Application Rate
0.2
41.6
inches
4B
Brunswick County
Brunswick
5.51
Leon
01284-Non-Discharge Application Rate
0.2
41.6
inches
513
Brunswick County
Brunswick
2.62
Leon
01284-Non-Discharge Application Rate
0.2
41.6
inches
6A
Brunswick County
Brunswick
7.80
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
7A
Brunswick County
Brunswick
3.40
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
8A
Brunswick County
Brunswick
4.93
Blanton
01284 -- Non -Discharge Application Rate
0.2
83.2
inches
9A
Brunswick County
Brunswick
8.91
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
1 OA
Brunswick County
Brunswick
4.26
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
1013
Brunswick County
Brunswick
1.44
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
inches
]]A
Brunswick County
Brunswick
7.46
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
11B
Brunswick County
Brunswick
1.25
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
inches
12A
Brunswick County
Brunswick
4.08
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
13A
Brunswick County
Brunswick
3.41
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
13B
Brunswick County
Brunswick
2.40
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
inches
14A
Brunswick County
Brunswick
1.39
Blanton
01284- Non -Discharge Application Rate
0.2
83.2
inches
15A
Brunswick County
Brunswick
2.18
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
15B
Brunswick County
Brunswick
3.31
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
1 inches
16A
Brunswick County
Brunswick
1.45
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
16B
Brunswick County
Brunswick
1 A4
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
inches
17A
Brunswick County
Brunswick
1.79
Blanton
01284 -- Non -Discharge Application Rate
0.2
83.2
inches
18A
Brunswick County
Brunswick
3.80
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
WQ0023693 Version 2.3 Attachment B Page 2 of 7

Winding River Golf Course (Non -Conjunctive Reclaimed Water Utilization) (Continued)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
189
Brunswick County
Brunswick
7.13
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
inches
IBIS 1 A
Brunswick County
Brunswick
2.00
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
IBIS I B
Brunswick County
Brunswick
5.60
Leon
01284 -Non-Discharge Application Rate
0.2
41.6
inches
IBIS 2 A
Brunswick County
Brunswick
2.53
Blanton
01284--Non-Discharge Application Rate
0.2
83.2
inches
IBIS 3 A
Brunswick County
Brunswick
4.64
Blanton
01284-Nan-Discharge Application Rate
0.2
83.2
inches
IBIS 3 B
Brunswick County
Brunswick
0.63
Leon
01284-Non-Discharge Application Rate
0.2
41.6
inches
IBIS 4 A
Brunswick County
Brunswick
4.07
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
IBIS 5 A
Brunswick County
Brunswick
0.67
Blanton
01284-Non-Discharge Application Rate
0.2
83.2
inches
IBIS 6 A
Brunswick County
Brunswick
5.40
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
IBIS 7 A
Brunswick County
Brunswick
5.02
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
IBIS 8 A
Brunswick County
Brunswick
2.21
Blanton
01284 -Non-Discharge Application Rate
0.2
83.2
inches
IBIS 8 B
Brunswick County
Brunswick
0.63
Leon
01284 - Non -Discharge Application Rate
0.2
41.6
inches
IBIS 9 A
Brunswick County
Brunswick
4.19
Blanton
01284-Non-Discharge Application Rate
0.2
83.2
inches
PRACTICE
RANGE A
Brunswick County
Brunswick
8.00
Blanton
01284 - Non -Discharge Application Rate
0.2
83.2
inches
PRACTICE
RANGE B
Brunswick County
Brunswick
7.06
Leon
01284--Non-Discharge Application Rate
0.2
41.6
inches
149.53
WQ0023693 Version 2.3 Attachment B Page 3 of 7

West Brunswick Drip Irrigation Facility (Non -Conjunctive Reclaimed Water Utilization)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
DRIP ZONE I (SOUTH)
Brunswick County
Brunswick
34°03'54"
78"14'45"
18.80
Blanton
01284-Non-Discharge Application Rate
78.2
inches
DRIP ZONE 2 (SOUTH)
Brunswick County
Brunswick
34°03'54"
78114'45"
19.19
Blanton
01284 -Non-Discharge Application Rate
78.2
inches
DRIP ZONE 3 (SOUTH)
Brunswick County
Brunswick
34003'54"
78'14'45"
33.79
Blanton
01284 -Non-Discharge Application Rate
73.9
inches
DRIP ZONE 4 (SOUTH)
Brunswick County
Brunswick
34103'54"
78'14'45"
5.88
Blanton
01284 -Non-Discharge Application Rate
65.4
inches
DRIP ZONE 5 (SOUTH)
Brunswick County
Brunswick
34'03'54"
78°14'45"
.84
Blanton
0I284-Non-Discharge Application Rate
78.2
inches
DRIP ZONE 6 (SOUTH)
Brunswick County
Brunswick
34'03'54"
78'14'45"
10.19
Blanton
01284 -Non-Discharge Application Rate
65.8
inches
DRIP ZONE 7 (SOUTH)
Brunswick County
Brunswick
34'03'54"
78'14'45"
12.30
Foreston
01284 -Non-Discharge Application Rate
41.7
inches
DRIP ZONE 8 (SOUTH)
Brunswick County
Brunswick
34103'54"
78114'45"
20.24
Blanton
01284 - Non -Discharge Application Rate
67.2
inches
DRIP ZONE 9 (SOUTH)
Brunswick County
Brunswick
34°03'54"
78°14'45"
16.04
Blanton
01284 -Non-Discharge Application Rate
62.6
inches
DRIP ZONE 10 (SOUTH)
Brunswick County
Brunswick
34°03'54"
78'14'45"
25.76
Blanton
01284 - Non -Discharge Application Rate
77.5
inches
DRIP ZONE 11 (SOUTH)
Brunswick County
Brunswick
34°03'54"
78'14'45"
27.80
Blanton
01284 - Non -Discharge Application Rate
78.2
inches
DRIP ZONE 12 (SOUTH)
Brunswick County
Brunswick
34'03'54"
78°14'45"
1.24
Leon
01284 --Non-Discharge Application Rate
31.3
inches
DRIP ZONE 13 (SOUTH)
Brunswick County
Brunswick
34'03'54"
78*14145"
15.99
Blanton
01284 -Non-Discharge Application Rate
64.5
inches
DRIP ZONE 14 (NORTH)
Brunswick County
Brunswick
34°03'54"
78114'45"
50.69
Rains
01284 - Non -Discharge Application Rate
27.2
inches
DRIP ZONE 15 (NORTH)
Brunswick County
Brunswick
34"03'54"
78114'45"
15.25
Rains
01284-Non-Discharge Application Rate
20.9
inches
DRIP ZONE 16 (NORTH)
Brunswick County
Brunswick
34°03'54"
78'14'45"
.00
Leon
01284 -Non-Discharge Application Rate
0
inches
DRIP ZONE 17 (NORTH)
Brunswick County
Brunswick
34'03'54"
78'14'45"
12.49
Foreston
01284 -Non-Discharge Application Rate
31.8
inches
DRIP ZONE 18 (NORTH)
Brunswick County
Brunswick
34'03'54"
78° 14'45"
12.34
Rains
01284 - Non -Discharge Application Rate
26
inches
DRIP ZONE 19 (NORTED
Brunswick County
Brunswick
34'03'54"
78'14'45"
25.05
Leon
01284 -Non-Discharge Application Rate
31.3
inches
DRIP ZONE 20 (NORTH)
Brunswick County
Brunswick
34'03'54"
78'14'45"
10.95
Leon
01284 - Non -Discharge Application Rate
31.3
inches
DRIP ZONE 21 (NORTH)
Brunswick County
Brunswick
34'03'54"
78'14'45"
28.01
Blanton 1
01284 -Non-Discharge Application Rate
31.3
inches
DRIP ZONE 22 (NORTH)
Brunswick County
Brunswick
34°03'54"
78'14'45"
33.22
Blanton
01284 -Non-Discharge Application Rate
31.3
1 inches
DRIP ZONE 23 (NORTH)
Brunswick County
Brunswick
34'03'54"
78'14'45"
22.78
Blanton
01284-Non-Discharge Application Rate
31.3
inches
DRIP ZONE 24 (NORTH)
Brunswick County
Brunswick
34'03'54"
78*14'45"
18.00
Blanton
01284 - Non -Discharge Application Rate
31.3
inches
DRIP ZONE 25 (NORTH)
Brunswick County
Brunswick
34003`54"
78°14'45"
725
Blanton
01284 - Non -Discharge Application Rate
31.3
inches
WQ0023693 Version 2.3 Attachment B Page 4 of 7

West Brunswick Drip Irrigation Facility (Non -Conjunctive Reclaimed Water Utilization) (Continued)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitudeff8.O2
Dominant
Soil Series
Parameter
Hourly
hate
Yearly
Max
Units
DRIP ZONE 26 (NORTH)
Brunswick County
Brunswick
34°03'54"
78°14'45"
Blanton
01284 — Non -Discharge Application Rate
31.3
inches
DRIP ZONE 27 (NORTH)
Brunswick County
Brunswick
34103'54"
78°14'45"
Foreston
01284—Non-Discharge Application Rate
31.3
inches
DRIP ZONE 28 (NORTH)
Brunswick County
Brunswick
34°03'54"
78*14'45"
17.09
Blanton
01284 — Non -Discharge Application Rate
24.6
inches
DRIP ZONE 29 (NORTH)
Brunswick County
Brunswick
34°03'54"
78°14'45"
10.25
Blanton
0I284 —Non-Discharge Application Rate
25.1
inches
DRIP ZONE 30 (NORTH)
Brunswick County
Brunswick
34003'54"
78014'45"
.00
Blanton
01284—Non-Discharge Application Rate
0
inches
Totals
496.36
IP Tract (Non -Conjunctive Reclaimed Water Utilization)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acrea a
Dominant
Soil Series
parameter
Hourly
Rate
Yearly
Max
Units
IP At
Brunswick County
Brunswick
34'01'28"
78113'46"
13.20
Baymeade
01284 — Non -Discharge Application Rate
0.2
91
inches
IP A2
Brunswick County
Brunswick
34*01'33"
78°13'49"
10.39
Baymeade
01284 —Non-Discharge Application Rate
0.2
91
inches
IP A3
Brunswick County
Brunswick
34a01'33"
78°13'36"
9.51
Baymeade
01284 — Non -Discharge Application Rate
0.2
91
inches
IP B
Brunswick County
Brunswick
34101'11"
78014'11"
10.38
Baymeade
01284 —Non-Discharge Application Rate
0.2
91
inches
IP C
Brunswick County
Brunswick
34°01'00"
78113'58"
7.40
Baymeade
01284 — Non -Discharge Application Rate
0.2
91
inches
Totals
50.88
WQ0023693 Version 2.3 Attachment B Page 5 of 7

IP Tract (High -Rate Infiltration)
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Basin
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Rate
Units
IP 1
Brunswick County
Brunswick
34101'33"
7893'12"
1.94
Goldsboro fine sandy loam, 0 to 2% slope
01284 —Non-Discharge Application Rate
1.4
GPD/fie
IP 2
Brunswick County
Brunswick
34°01'33"
78°13'26"
1.09
Goldsboro fine sandy loam, 0 to 2% slope
01284 — Non -Discharge Application Rate
1.4
GPD/ftz
IP 3
Brunswick County
Brunswick
34°01'28"
78013'26"
1.35
Goldsboro fine sandy loath, 0 to 2%stope
01284 — Non -Discharge Application Rate
1.4
GPDle
IP 4
Brunswick County
Brunswick
34'01'25"
78' 13'26"
1.85
Goldsboro fine sandy loam, 0 to 21/o slope
01284 —Non-Discharge Application Rate
1.4
GPDift2
1P 5
Brunswick County
Brunswick
34°01'22"
78113'59"
1.66
Goldsboro fine sandy loam, 0 to 2% slope
01284 —Non-Discharge Application Rate
1.4
GPDlf'
IP 6
Brunswick County
Brunswick
34101'19"
78013'26"
.98
Goldsboro fine sandy loam, 0 to 2% slope
0 1284 — Non-D ischarge Application Rate
1.4
GPD/fit'
IP 7
Brunswick County
Brunswick
34101'15"
78113'25"
1.54
Goldsboro fine sandy loam, 0 to 2% slope
0 1284 — Non-D ischarge Application Rate
1.4
GPD/ft2
1P 8
Brunswick County
Brunswick
34°01'05"
78013'20"
1.84
Goldsboro fine sandy loam, 0 to 2% slope
01284 —Non-Discharge Application state
1.4
GPD/f1
IP 9
Brunswick County
Brunswick
34-01'01"
78013'29"
1.63
Goldsboro fine sandy loam, 0 to 2% slope
01284 —Non-Discharge Application Rate
1 A
GPD/f?
Totals
13.88
Mercer Mill (Non -Conjunctive Reclaimed Water Utilization)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
MM A
Brunswick County
Brunswick
33°57'43"
78110'42"
10.42
Baymeade
01284—Non-Discharge Application Rate
0.2
91
inches
MM B
Brunswick County
Brunswick
33°57'51"
78°10'40"
13.02
Baymeade
01284--Non-Discharge Application Rate
0.2
91
inches
MM C
Brunswick County
Brunswick
3315749"
78°10'32"
14.44
1 Baymeade
01284—Non-Discharge Application Rate
0.2
91
inches
Totals
37.88
Mercer Mill (High -Rate Infiltration)
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Basin
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Rate
Units
MM I
Brunswick County
Brunswick
33057'42"
78010'45"
7.39
Goldsboro fine sandy loam, 0 to 2% slope
0 1284 — Non -Discharge Application Rate
2
GPD/ftz
MM 2
Brunswick County
Brunswick
33°57'36"
78°10'16"
5.16
Goldsboro fine sandy loam, 0 to 2% slope
01284 — Non -Discharge Application Rate
2
GPD/ft'
Totals
12.55
WQ0023693 Version 2.3 Attachment B Page 6 of 7

The Reserve Club Golf Course (Non -Conjunctive Reclaimed Water Utilization)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
BNFH
Reserve Club at St James
Brunswick
33°56'46"
78'05'45"
28.50
Kureb
01284 — Non -Discharge Application Rate
0.2
83.2
inches
BNFL
Reserve Club at St James
Brunswick
33'57' 11"
78°05'37"
13.70
Leon
01284 —Non-Discharge Application Rate
0.1
41.6
inches
BNTH
Reserve Club at St James
Brunswick
33°56'49"
78'05'42"
6.25
Kureb
01284 —Non-Discharge Application Rate
0.2
83.2
inches
BNTL
Reserve Club at St James
Brunswick
33°57'08"
78a05'44"
2.53
Leon
01284 — Non -Discharge Application Rate
0.1
41.6
inches
FNFL
Reserve Club at St James
Brunswick
33°57'08"
78a06'33"
8.45
Leon
01284 —Non-Discharge Application Rate
0.1
41.6
inches
FNTL
Reserve Club at St James
Brunswick
33°57'09"
78'06'25"
1.07
Leon
01284 — Non -Discharge Application Rate
0.1
41.6
inches
RH
Reserve Club at St James
Brunswick
33°57'05"
78°06'27"
9.50
Kureb
01284 —Non-Discharge Application Rate
0.2
83.2
inches
Totals
70.0
BNFH = Back Nine Fairways High; BNFL -= Back Nine Fairways Low; BNTH = Back Nine Tees High; BNTL = Back Nine Tees Low; FNFL = Front Nine Fairways Low; FNTL = Front Nine
Tees Low; RH = Range High
WQ0023693 Version 2.3 Attachment B Page 7 of 7

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ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1, MW-2, MW-3, MW-4, MW-5 and MW-6
Permit Number: WQ0023693 Version: 2.3
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00680
Carbon, Tot Organic (TOC)
mg1L
3 x Year
Grab
1,6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
41100 mL
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg1L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mglL
3 x Year
Grab
1
00400
pH
6.5-8.5
su
3 x Year
Grab
1,2
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
GWVOC
Volatile Compounds (GCIMS)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water level, distance from measuring point
ft
3 x Year
Calculated
1, 2, 3
i. 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 µglL or less
b. Standard Method 6210D, PQL at 0.5 µSIL 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 µglL or less
C. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWR certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VHI of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µglL or less that must be supported by laboratory proficiency studies as required by DWR. 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 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/l 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 Figure 1 and this attachment.
WQ0023693 Version 2.3 Attachment C Page I of 1

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