WQ0023693_Correction_20110708

Beverly Waves Perdue
Govemor
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Coieen H. Sullins
Director
July 8, 2011
Mr. Jerry W. Pierce —Director of Public Utilities
Brunswick County
P.O. Box 249
Bolivia, North Carolina 28422
Dear Mr. Pierce:
In accordance
corrected Permit No.
to the permit:
version.
Natural Resources
Dee Freeman
Secretary
SCANNED
DATE,-_iz LLLSr
Subject: Permit No. WQ0023693
Permit Correction
West Regional WWTF
Non -Conjunctive Reclaimed
Water Utilization and High Rate
Infiltration Systems
Brunswick County
with your written request received June 7, 2011, we are forwarding herewith
WQ0023693, issued on March 3. 2010. The following corrections have been made
Figure 3 has been revised to reflect the correct numbers for the groundwater pump stations at
the Mercer Mill tract. PS-1 is now associated with Basin #1 and PS-2 is now associated with
Basin #2.
A footnote has been added to PPIs 002, 003, 004. 005, and 006 to clarify that when gravity
discharge is occurring from the groundwater lowering systems at the Mercer Mill tract and/or
the IP tract, flow in the gravity bypass pipe may be measured instantaneously and reported as
an estimate. (See footnote 4).
Please replace the previous permit you received dated March 3, 2010 with this corrected permit
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Ralegh, Forth Carolina 27699-163t
Location: 2726 Capital Boulevard. Raleo, h. Igosin f arolina 2760z
Phone: [phone] FAX [phone]: FAX 1915'15.504P 'i Customer Service-F'-•6w3.n7Ac
Internet: www,ncwateraualitv.org
An Eauai Opportunity , A.Nirmaive Acton Empiove:
011C
NorthCai-ohna

Mr. Jerry W. Pierce
July 8, 2011
Page 2 of 2
If you need additional information concerning this matter, please contact Lori Montgomery at
[phone] or [e-mail].
Sincerely,
Cole H. Sullins
cc: Jim Bushardt - Wilmington Regional Office, APS
Permit File WQ0023693
Notebook File WQ0023693

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
NON -CONJUNCTIVE RECLAIMED WATER UTILIZATION AND
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
continued operation of:
the existing 599,650 gallon per day (GPD) non -conjunctive reclaimed water utilization system at the
Members Club at St. James Plantation consisting of.,
• a 200 gallon per minute (GPM) dual pump station with high water alarms;
• approximately 600 linear feet (If) of 4-inch force main and approximately 4,100 if of 10-inch force
main;
• a 3.0 million gallon (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;
the existing 796.650 GPD non -conjunctive reclaimed water utilization system at Winding River Golf
Course consisting of.
• a 13.0 MG storage/irrigation pond;
• approximately 150 acres of reclaimed water irrigation area;
the 3.0 million gallon per day (MGD) West Brunswick Regional Water Reclamation Facility consisting
of:
• approximately 7,000 if of 24-inch sanitary sewer force main; 6,000 if of 24-inch reclaimed water
force main; and 2,000 if of 8-inch water force main; two air release valves and associated
appurtenances;
• dual influent flow meters;
• plant headworks, including one (1) manual and two (2) mechanical bar screens, a vortex grit removal
system with associated 220 GPM grit pumps, a screenings washer and grit classifier;
• two (2) unequal sized equalization basins with a total capacity of 750,000 gallons with dual (2) 1,400
GPM transfer pumps; one (1) 2,900 GPM and one (1) 1.000 GPM jet aeration pump; served by dual
(2) 1,620 cubic feet per minute (CFM) and dual (2) 540 CFM blowers;
• one (1) oxidation ditch flow splitter box;
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• dual (2) 950,000-gallon oxidation ditches with three (3)'5 horsepower (hp) submersible mixers, three
(3) 75 hp brush aerators, and one (1) adjustable effluent weir per oxidation ditch;
• two (2) 70-ft diameter secondary clarifiers with dual 20 GPM scum pumps;
• two (2) rotating disk package filters with a combined 3.0 MGD design flow;
• one (1) 78,000-gallon chlorine contact chamber with a sodium hypochlorite feed system;
• three (3) 1,400 GPM RAS pumps and two (2) 100 GPM WAS pumps;
• a 238,000-gallon aerated sludge storage tank served by dual (2) 320 CFM blowers and one (1) 1,465
GPM transfer pump and dual (2) 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 dual 20-ft diameter concrete ATAD tanks, a 70-ft diameter concrete storage tank, dual
(2) 250 GPM ATAD feed pumps, dual (2) 40 hp jet aeration pumps, one (1) 50 hp jet aeration pump,
dual (2) 5 hp sludge transfer pumps, a 250,000 BTU/hr heat exchanger, five (5) 15 hp blowers,
ammonia scrubber and biofilter, and associated control systems;
• one (1) 250 GPM sludge transfer pump;
• two (2) 2,100 GPM sewer drain pumps;
• dual odor control systems;
• one (1) 200 GPM and two (2) 75 GPM non -potable water pumps;
• two (2) 1,600 kilowatt (kW) auxiliary generators with automatic transfer switches;
• a reclaimed water pump station with dual (2) 2,800 GPM and dual (2) 1,400 GPM effluent pumps;
• a 15.0 MG synthetically lined upset pond with dual 2,100 GPM upset pumps;
the existing reclaimed water distribution system consisting of the following:
N.C. 211 to reclaimed valve vault (Section 5): approximately 15,269 if of 16-inch reclaimed water
force main, approximately 3,471 if of 18-inch reclaimed water force main, approximately 1,020 if of
20-inch reclaimed water force main, and all associated valves and appurtenances;
Bolivia to Reclaimed valve vault (sewer force main) and valve vault to utilization site (reclaimed
water force main): approximately 804 if of 10-inch reclaimed water force main, approximately
15,6501f of 16-inch reclaimed water force main, and all associated valves and appurtenances;
N.C. 211 to Winding River Plantation: approximately 5,7741f of 10-inch reclaimed water force main
and N.C. 211 to St. James Plantation: approximately 11,813 if of 12-inch reclaimed water force
main, approximately 13 if of 16-inch reclaimed water force main and all associated valves and
appurtenances;
the existing West Brunswick Drip Facility (capacity 1,722,400 GPD) consisting of the followine:
• approximately 2,6651f 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, dual (2) 3,300 GPM and one (1) 1,600 GPM
pump, dual (2) 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 valves and appurtenances;
construction and operation of:
the 3.0 million gallon per day (MGD) WestB_ru_nswick Regional Water Reclamation Facility 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: one (1) 5,000-gallon chemical storage tank; two (2) 0.5 GPM
chemical feed pumps; two (2) 22 GPM recirculation pumps; two (2) 0.68 GPM alum feed pumps;
WQ0023693 Version 2.1 Shell Version 090806 Page 2 of 15

• two (2) unequal sized equalization basing with _h total capacity of 840,700 gallons with dual (2) 1,400
GMP transfer pumps; one (1) 2,900 GPM and one (1) 1,000 GPM jet aeration pump; served by dual
(2) 320 cubic feet per minute (CFM) and dual (2) 790 CFM blowers;
• one (1) oxidation ditch influent flow meter and flow splitter box;
• dual (2) 950,000-gallon oxidation ditches with three (3) 5 horsepower (hp) submersible mixers, three
(3) 75 hp brush aerators, and one (1) adjustable effluent weir per oxidation ditch;
• two (2) 70-ft diameter secondary clarifiers with dual 20 GPM scum pumps;
• two (2) rotating disk package filters with a combined 3.0 MGD design flow;
• three (3) 1,400 GPM RAS pumps and two (2) 100 GPM WAS pumps;
• one (1) 4000 GPM ultrasonic RAS flow meter and one (1) 250 GPM ultrasonic WAS flow meter,
• two (2) 30 ft X 60 ft chlorine contact tanks with a sodium hypochlorite feed system;
• a 238,000-gallon aerated sludge storage tank served by dual (2) 510 CFM blowers and one (1) 1,465
GPM transfer pump and dual (2) 250 GPM WAS thickener feed pumps;
• a gravity belt thickener with polymer feed system;
• dual two (2) 141,000-gallon ATAD tanks each with dual (2) 3,500 GPM jet aeration pumps, dual (2)
750 GPM foam control pumps, and dual (2) 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 one (1) 2 CFM blower and one (1) 0.75 hp mixer; two (2) 9,500-gallon
aerated equalization tanks with two (2) 75 CFM blowers and two (2) 50 GPM sludge pumps; a
vacuum drum filter; one (1) 510 CFM vacuum pump; a receiver tank; a filter tank; an air/liquid
separator; one (1) 80 GPM receiver pump;
• a reclaimed water pump station with dual (2) 2,800 GPM and dual (2) 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;
• approximately 10,460 if of 16-inch reclaimed water force main and all associated valves and
appurtenances to serve the IP Tract Utilization/Disposal Site;
the IP Tract Utilization/Disposal Site (capacity 1,190,900 GPD) consisting of:
approximately 50.88 acres of reclaimed water irrigation area;
two (2) 1,200 GPM spray irrigation pumps;
nine (9) high -rate infiltration basins as follows
❖ IP #1 — 1.94 acres, 1.4 gpd/ft-
❖ IP #2 — 1.09 acres, 1.4 gpd/ft'
❖ IP #3 — 1.35 acres, 1.4 gpd/ft'
❖ IP #4 —1.85 acres, 1.4 gpd/ft'
❖ IP #5 — 1.66 acres, 1.4 gpd/ft'
❖ IP #6 — 0.98 acres, 1.4 gpd/ft'
❖ IP #7 —1.54 acres, 1.4 gpd/ft'
❖ IP #8 — 1.84 acres, 1.4 gpd/ft'
❖ IP #9 — 1.63 acres, 1.4 gpd/ft'
approximately 14,167 if of 8-inch perforated PVC groundwater lowering drain with clay anti -seep
collars, in -line clean outs, and a PVC membrane curtain;
three (3) groundwater lowering pump stations each with dual (2) 650 GPM submersible dewatering
pumps and a magnetic flow meter;
the Mercer Mill Utilization/Disposal Site (capacity 1.349.700 GPD) consisting of:
• approximately 37.86 acres of reclaimed water irrigation area;
• two (2) 1,300 GPM spray irrigation pumps;
• two (2) high -rate infiltration basins as follows:
❖ MM #1 — 7.39 acres, 2.0 gpd/ft'
❖ MM #2 — 5.16 acres, 2.0 gpd/ft'
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• 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 #1 via excess disposal capacity;
• approximately 6,088 if of 10-inch perforated PVC groundwater lowering drain with clay anti -seep
collars and in -line clean outs;
• two (2) groundwater lowering pump stations each with dual (2) 1,300 GPM submersible dewatering
pumps and a magnetic flow meter;
the Reserve Club Golf Course non -conjunctive reclaimed water utilization system (capacity 354,747
GPD) 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 #1 at the Mercer Mill site)
• an irrigation flow meter
to serve Brunswick County, with no discharge of wastes to surface waters, pursuant to the application
received January 20, 2010, and subsequent additional information received by the Division of Water
Quality, 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, 2016, shall void Permit No.
WQ0023693 issued October 20, 2008, and shall be subject to the following specified conditions and
limitations:
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I. SCHEDULES
1. 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 (4) copies of the Monitoring Plan to the Aquifer Protection Section, Division of Water Quality,
1636 Mail Service Center, Raleigh, NC 27699-1636. 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.
2. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
the West Brunswick Regional Water Reclamation Facility expansion, the IP Tract
Utilization/Disposal Site, the Mercer Mill Utilization/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 facilities
have 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
proiect is to be completed in phases and partially certified, the Permittee shall retain the responsibility
to track further construction approved under the same permit. and shall provide a final certificate of
completion once the entire project has been completed. Mail the Certification to the Division of
Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
3. The Wilmington Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. Notification to the Aquifer Protection Section's regional
supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
4. Irrigation of reclaimed water on the Reserve Club Golf Course shall not begin until construction and
of the West Brunswick Regional Water Reclamation Facility expansion, the IP Tract
Utilization/Disposal Site and the Mercer Mill Utilization/Disposal Site has been certified in
accordance with Condition 1.2. and these facilities are operational.
A gauge to monitor reclaimed water levels in the storage/irrigation pond at the Reserve Club Golf
Course shall be installed prior to operation.
6. 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 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.
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II. PERFORMANCE STANDARDS
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 infiltration basins, irrigation sites, or
reclaimed water utilization areas to adequately assimilate the effluent, the Permittee shall take
immediate corrective actions including Division required actions, such as the construction of
additional or replacement wastewater treatment or disposal/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 shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
6. 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 Quality.
7. 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: 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.
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.
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d. Above -ground hose bibs (i.e., spigens or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled non -potable.
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 non -potable.
8. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. Where both reclaimed water and potable water are supplied to a reclaimed water utilization site, a
reduced pressure principle backflow preventer, an approved air gap separation or other Division
of Environmental Health approved device shall be installed at the potable water service
connection to the use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. Where potable water is used to supplement a reclaimed water utilization system, the Permittee or
potable water supplier shall approve and regularly inspect the air gap separation.
9. 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.
10. 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.
11. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter O2T.
12. The compliance and review boundaries for reclaimed water irrigation 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
O2L .0106.
13. The compliance and review boundaries for the reclaimed water irrigation areas at the IP 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 O2L .0106.
14. The compliance boundaries for the high rate infiltration basins at the IP Tract and the Mercer Mill
Sites, shall be specified in accordance with 15A NCAC 02L .O1O7(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
.O1O6(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-
215.6A through 143-215.6C.
15. In accordance with 15A NCAC O2L .0108, 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.
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16. 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.
17. 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).
18. 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(0(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.
d. The Director may terminate the easement when its purpose has been fulfilled or is no longer
needed.
19. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites permitted prior to September 1, 2006 [West
Brunswick Drip Facility, Winding River Golf Course, Members Club Golf Course] shall be
as follows (all distances in feet):
i. Surface waters not classified SA:
ii. Surface waters classified SA:
iii. Water supply wells
25
100
100
b. The setbacks for reclaimed utilization sites permitted after September 1, 2006 [Reserve Club
Golf Course] shall be as follows (all distances in feet):
i. Surface waters not classified SA:
ii. Surface waters classified SA:
iii. Any well with exception of monitoring wells
25
100
100
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u
c. The setbacks for high -rate infiltration sites permitted after September 1, 2006 [high rate
infiltration basins at the IP Tract and Mercer Mill Site] shall be as follows (all distances in
feet):
i. Any habitable residence or place of public assembly under separate ownership:
100
I 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:
100
vi. Surface water diversions:
50
vii. Any well with exception of monitoring wells:
100
viii. Any property line:
50,
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 residences and property lines have been reduced in accordance with the Division's High
Rate 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 15A NCAC 02T .0706(b).
d. 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:
100
ii. Any property line ':
50
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 those previously
constructed ponds.
e. The setbacks for storage and treatment traits 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: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
20. Reclaimed water irrigation nozzles shall be adjusted as necessary to meet setback requirements for
surface waters (wetlands included) outlined in Condition 11.19. above.
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M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0707 and .0913, which at a minimum shall include
operational functions, maintenance schedules, safety measures and a spill response plan.
2. 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.
3. A suitable year round vegetative cover shall be maintained on reclaimed water irrigation areas at all
times, such that crop health is optimized, allows for even distribution of effluent and allows
inspection of the irrigation systems.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the reclaimed water
irrigation sites listed in Attachment B.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All irrigation 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.
7. Only effluent from the Brunswick County West Regional WWTF shall be applied to the reclaimed
water irrigation sites and/or the high rate infiltration basins listed in Attachment B.
8. 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.
9. No automobiles or machinery shall be allowed on the high rate infiltration areas except during
equipment installation or while maintenance is being performed.
10. Public access to the high rate infiltration sites and wastewater treatment facilities shall be prohibited.
11. 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.
12. 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 .0914.
13. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
14. 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.
WQ0023693 Version 2.1 Shell Version 090806 Page 10 of 15

15. A gauge to monitor levels in the reclaimed water irrigation/storage ponds, the high rate infiltration
basins, and the 5-day upset pond shall be provided. This gauge shall have readily visible permanent
markings indicating the following elevations: 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.
16. 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.
17. All effluent shall be routed to the five 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
NT[) be exceeded, until the problems associated with the wastewater treatment plant have been
corrected. The wastewater in the five day upset pond shall be pumped back to the treatment plant
headworks for re -treatment or treated in the five day upset pond prior to reclaimed water irrigation or
high rate infiltration.
18. The high rate infiltration basins shall be periodically dredged to remove deposited materials that may
impede the infiltration process. Dredging 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's Aquifer Protection Section, telephone number [phone], shall be notified
prior to dredging.
19. Approximately 9.8 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 IP Tract will not be approved unless adequate
operational data can be provided to document that the infiltration basins are functioning effectively at
the permitted loading rates, and that existing pumps and piping are sized adequately to accommodate
effluent transfer.
IV. MONITORING AND REPORTING REQUIREMENTS
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 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 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.
WQ0023693 Version 2.1 Shell Version 090806 Page 11 of 15

4. The Permittee shall monitor the effluent from the`subjecf facilities 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 irrigated and
effluent infiltrated. At a minimum, these records shall include the following information for each
irrigation and/or infiltration site listed in Attachment B:
a. Date of reclaimed water infiltration and/or high rate infiltration;
b. Volume of reclaimed water irrigated and/or effluent infiltrated;
c. Site irrigated;
d. Length of time reclaimed water sites are irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for reclaimed
water irrigation sites listed in Attachment B;
f. Loading rates to each high rate infiltration site listed in Attachment B;
g. Weather conditions (for irrigation sites only); and
h. Maintenance of cover crops (for irrigation sites only).
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the reclaimed water
irrigation/storage ponds, the high rate infiltration basins, and the 5-day upset pond shall be 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.
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IV.4.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5 and
IV.6.) on Form NDAR-1 for reclaimed water irrigation sites and on Form NDAR-2 for high rate
infiltration basins 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
8. 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.
9. 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. Date and results of power interruption testing on alternate power supply;
b. Date of calibration of flow measurement device;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Monitoring 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 and Figure 1.
WQ0023693 Version 2.1 Shell Version 090806 Page 12 of 15

V.
11. 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 Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. 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 facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the reclaimed water irrigation sites.
f. Effluent breakout from the high rate infiltration basin(s).
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.
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 wastewater treatment and disposal/utilization
facilities to prevent malfunctions, 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 loa 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 wastewater treatment and disposal/utilization
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.
WQ0023693 Version 2.1 Shell Version 090806 Page 13 of 15

Vl. 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
15A NCAC 02B .0200 and 02H .0500; 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 formal
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).
8. 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 P day of March, 2010
NO CARQLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ole . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023693
WQ0023693 Version 2.1 Shell Version 090806 Page 14 of 15

Permit No. WQ0023693 Reclaimed Water Utilization & High Rate Infiltration System
Brunswick County March 3, 2010
West Regional WWTF Brunswick County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116,1, ,
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
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1636 MAIL SERVICE CENTER 2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH. NORTH CAROLINA 27604
WQ0023693 Version 2.1 Shell Version 090806 Page 15 of 15

THIS PAGE BLANK

N
ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — WWTP Effluent
Permit Number: WQ0023693
C
Version: 2.1
EFFLUENT CHARACTERISTICS
EFFLUENTLIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily 1llaximum
Measurement
Frequency
Sample
Type
How. in conduit or thru treatment plant - 50050
C6,000,000
GPD
Continuous-
Recorder`
I urbidity. 11CI1 Turbidimiter - 00076
10 -
NTU
Continuous -
Recorder-
B(OD, 5-Day (20 Deg. C) - 00310 ✓
10 -
mg/l
15 -
mg/l
2 X Week -
Composite
Solids. 'total Suspended - 00530
5
mg/l
10
mg/l
2 X Week--
Composite
C'olili►rm. Decal NIF, Nt-FC Broth,44.5C - 31616-,
14
#/100 ml
25
#/100 ml
2 X Week ,-
Grab
Nitrogen. Annnonia Total (as N) - 00610
4
mg/l
6 -'
mg/l
2 X Week _
Composite
Nitrogen, Nitrate Total (as N) - 00620 -
2 X Week
Composite `
Nitr•ogen.'fotal (as N) - 00600 -'
7 2
mg/l
2 X Week -
Composite
Phosphorus. 'total (as P) - 00665
3 '- -
mg/l
2 X Week -
Composite'
Chlorine, Total Residual - 50060 ✓
5 X Week `
Grab,
p1I - 00400
6.0 -
S.U.
9.0
s.u.
5 X Week
Grab
Solids, Total Dissolved - 70295 ✓
3 X Year, ,
C Grab
Chloride (as Cl) - 00940
3 X Year -
Grab -
I. 3 X Year sampling shall be conducted in March, July, and November.
2. The sampling requirements for Total Nitrogen and Tolal Phosphorus have been suspended until the upgraded treatment and disposal facilities become operational.
WQ0023693 Version 2.1 Attachment A Page I of 6

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 002 — IP Tract Groundwater Pump Station 12,3
Permit Number: WQ0023693 Version: 2.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum 4
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 5005e
415,180
GPD
Continuous -
Recorder'
Coliform, Fecal MF, M-FC Broth,44.5C - 31616-,�
Weekly
Grab
Nitrogen. Total (as N) - 0060e
Weekly
Grab'
Nitrogen, Nitrate Total (as N) - 00620"'
Weekly
Grab
Phosphorus, Total (as P) - 006651
Weekly'
Grab'
pi l - 00400 �
Weekly'
Grab
BOD, 5-Day (20 Deg. C) - 00310
Weekly-'
Grab
Chlorine, Total Residual - 50060'
Weekly
Grab
Solids, Total Dissolved - 70295�
3 X Year' �
Grab'
Chloride (as Cl) - 00940i
3 X Year'
Grab
Carbon. Tot Organic (TOC) - 00680
3 X Year"
Grab '
1. 3 X Year sampling shall be conducted in March. July, and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as location PS -I 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.
WQ00236� ersion 2.1 Attachment A _- 2 of 6

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 003 — IP Tract Groundwater Pump Station 2 2,3
Permit Number: WQ0023693
Version: 2.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum d
Measurement
Frequency
Sample
Type
Flow. in conduit or thru treatment plant - 50050—
636,591,
GPD
Continuous'
Recorder
Colilorm, Fecal MF. M-FC 13roth.44.5C - 31616'
Weekly,-
Grab'
Nitrogen. "total (as N) - 00600%"
Weekly
Grab'
Nitrogen, Nitrate Total (as N) - 00620--
Weekly -'
Grab'
Phosphorus, Total (as P) - 00665—
Weekly-
Grab
pH - 00400 '
Weekly-
Grab "
130D, 5-Day (20 Deg. C) - 00310 =
Weekly
Grab'
Chlorine. Total Residual - 50060/
Weekly
Grab-
Solids,'I'otal Dissolved - 70295'_
3 X Year
Grabs
Chloride (as CI) - 009401
3 X Year
Grab'
Carbon, Tot Organic (TOC) - 00680,
3 X Year
Grab'
1. 3 X Year sampling shall be conducted in 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 2.1 Attachment A Page 3 of 6

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPl 004 --1P Tract Groundwater Pump Station 3 2,3
Permit Number: WQ0023693 Version: 2.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum 4
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
591,249
GPD
Continuous
Recorder
Coli[brm, Fecal MF. M-FC Broth,44.5C - 31616
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Nitrogen. Nitrate Total (as N) - 00620
Weekly
Grab
Phosphors, Total (as P) - 00665
Weekly
Grab
p11 - 00400
Weekly
Grab
BOD, 5-Day (20 Deg. C) - 00310
Weekly
Grab
Chlorine, i'otal Residual - 50060
Weekly
Grab
Solids, Total Dissolved - 70295
3 X Year
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
Carbon. Tot Organic (TOC) - 00680.
3 X Year
Grab
1. 3 X Year sampling shall be conducted in March, July, and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-3 on Figure 4.
3. 7lze 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, (low in the gravity bypass pipe may be measured instantaneously and reported as an estimate.
WQ00236 ersion 2.1 Attachment A e 4 of 6

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0023693 Version: 2.1
PPI 005 — Mercer Mill Groundwater Pump Station 1 2, 3
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum 4
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
316.681
GPD
Continuous
Recorder
Colilbrm. Fecal WIF, M-hC Broth,44.5C - 31616
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Nitrogen, Nitrate Total (as N) - 00620
Weekly
Grab
Phosphorus. Total (as P) - 00665
Weekly
Grab
pi - 00400
Weekly
Grab
1101), 5-Day (20 Deg. C) - 00310
Weekly
Grab
Chlorine, Total Residual - 50060
Weekly
Grab
Solids. Total Dissolved - 70295
3 X Year'
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X Year'
Grab
I. 3 X Year sampling shall be conducted in March, July, and November.
2. The discharge from the groundwater lowering system shall be sampled at a point prior to discharge, shown as PS-1 on Figure 3.
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 2.1 Attachment A Page 5 of 6

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PP1006 — Mercer Mill Groundwater Pump Station 2 2,3
Permit Number: WQ0023693 Version: 2.1
EFFLUENTCHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum 4
Measurement
Frequency
Sample
Type
Flow. in conduit or thru treatment plant - 50050
578,316
GPD
Continuous
Recorder
Colilbrm. Fecal MU, M-FC Broth,44.5C - 31616
Weekly
Grab
Nitrogen. Total (as N) - 00600
Weekly
Grab
Nitrogen, Nitrate'l'otal (as N) - 00620
Weekly
Grab
Phosphorus, Total (as P) - 00665
Weekly
Grab
plI - 00400
Weekly
Grab
IIOD, 5-Day (20 Deg. C) - 00310
Weekly
Grab
Chlorine, Total Residual - 50060
Weekly
Grab
Solids, Total Dissolved - 70295
3 X Year
Grab
Chloride (as Cl) - 00940
3 X Year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X Year
Grab
I. 3 X Year sampling shall be conducted in 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 3.
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.
WQ0023 Jersion 2.1 Attachment A - ,e 6 of 6

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0023693 Version: 2.1
Brunswick County - West Regional WWTF
Members Club Golf Course
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
I (PGM l4j
St James Plantation
Brunswick
4.99
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
2 (116M I I)-
St James Plantation
Brunswick
2.37
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
3 (P(3 NI 2) -
St James Plantation
Brunswick
19.16
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
4 (PGNI 9)-
St James Plantation
Brunswick
9.63
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
5 (PGM 4)
St James Plantation
Brunswick
4.55
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
6 (PGM 16)
St James Plantation
Brunswick
2.85
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
7 (1'GM 17)
St James Plantation
Brunswick
1.74
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
8 (PGM 7)
St James Plantation
Brunswick
.35
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
9 PGM 13)
St lames Plantation
Brunswick
5.27
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches .
10 (PGM 12)
St James Plantation
Brunswick
1.40
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
I I (I)GM 1)
St James Plantation
Brunswick
14.35
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
12 (PGM 10)
St James Plantation
Brunswick
12.24
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
13 (PGM 6)
St James Plantation
Brunswick
3.95
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
14 (PGM 5)
St James Plantation
Brunswick
.49
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
15 (PGM 3)
St James Plantation
Brunswick
1.64
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
16 (I)GM 8)
St James Plantation
Brunswick
.20
Kureb
01284 - Application Surface Irrigation
0.3
156 1
inches
17 (P(iNl 15)
St James Plantation
Brunswick
6.69
Kureb
01284 - Application Surface Irrigation
0.3
156
inches
18 (PGNI IS)
St lames Plantation
Brunswick
10.56
Leon
01284 - Application Surface Irrigation
0.2
36.4
inches
Total
102.43
WQ0023693 Version 2.1 Attachment B Page 1 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0023693
Brunswick County - West Regional WWTF
Winding River Golf Course
Version: 2.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
A
Brunswick County
Brunswick
3.29
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
113
Brunswick County
Brunswick
1.19
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
2A
Brunswick County
Brunswick
5.52
Blanton
01284 - Application Surface Irrigation
0.2
83.2
1 inches
3A
Brunswick County
Brunswick
5.50
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
313
Brunswick County
Brunswick
1.42
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
4B
Brunswick County
Brunswick
5.51
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
513
Brunswick County
Brunswick
2.62
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
6A
Brunswick County
Brunswick
7.80
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
7A
Brunswick County
Brunswick
3.40
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
8A
Brunswick County
Brunswick
4.93
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
9A
Brunswick County
Brunswick
8.91
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches .
10A
Brunswick County
Brunswick
4.26
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
OB
Brunswick County
Brunswick
1.44
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
IIA
Brunswick County
Brunswick
7.46
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
1 l B
Brunswick County
Brunswick
1.25
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
12A
Brunswick County
Brunswick
4.08
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
13A
Brunswick County
Brunswick
3.41
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
13B
Brunswick County
Brunswick
2.40
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
14A
Brunswick County
Brunswick
1.39
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
15A
Bnmswick County
Brunswick
2.18
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
WQ0023 Jersion 2.1 Attachment B (- 'age 2 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Brunswick County - West Regional WWTF
Winding River Golf Course (Continued)
Permit Number: WQ0023693 Version: 2.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
hourly
Rate
Yearly
Max
Units
15B
Brunswick County
Brunswick
3.31
Leon
01284 - Application Surface Irrigation
0.2
41.6
incites
16A
Brunswick County
Brunswick
1.45
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
1613
Brunswick County
Brunswick
1.44
Leon
01284 - Application Surface Irrigation
0.2
41.6
incites
17A
Brunswick County
Brunswick
1.79
Blanton
01284 - Application Surface Irrigation
0.2
83.2
incites
18A
Brunswick County
Brunswick
3.80
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
1813
Brunswick County
Brunswick
7.13
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
IBIS I A
Brunswick County
Brunswick
2.00
Blanton
01284 - Application Surface Irrigation
0.2
83.2
incites
1131S I B
Brunswick County
Brunswick
5.60
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
IBIS 2 A
Brunswick County
Brunswick
2.53
Blanton
01284 - Application Surface Irrigation
0.2
83.2
incites
1131S 3 A
Brunswick County
Brunswick
4.64
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
IBIS 3 13
Brunswick County
Brunswick
0.63
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
1131S 4 A
Brunswick County
Brunswick
4.07
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
IBIS 5 A
Brunswick County
Brunswick
0.67
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
IBIS 6 A
Brunswick County
Brunswick
5.40
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
IBIS 7 A
Brunswick County
Brunswick
5.02
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
IBIS 8 A
Brunswick County
Brunswick
2.21
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
IBIS 8 13
Brunswick County
Brunswick
0.63
Leon
01284 - Application Surface Irrigation
0.2
41.6
incites
IBIS 9 A
Brunswick County
Brunswick
4.19
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
PRAM I IC L
RANUE A
Brunswick County
Brunswick
8.00
Blanton
01284 - Application Surface Irrigation
0.2
83.2
inches
PRAC"fIC1?
RANGE B
Brunswick County
Brunswick
7.06
Leon
01284 - Application Surface Irrigation
0.2
41.6
inches
149..53
W00023693 Version 2.1 Attachment B Page 3 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0023693 Version: 2.1
Brunswick County - West Regional WWTF
West Brunswick Drip Irrigation Facility
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
34003'54"
78014'45"
18.80
Blanton
01284 - Application Surface Irrigation
78.2
inches
DRIP ZONE 2 (SOUTH)
Brunswick County
Brunswick
34003'54"
78014'45"
19.19
Blanton
01284 - Application Surface Irrigation
78.2
inches
DRIP ZONE 3 (SOUTH)
Brunswick County
Brunswick
34003'54"
78014'45"
33.79
Blanton
01284 - Application Surface Irrigation
73.9
inches
DRIP ZONE 4 (SOUTH)
Brunswick County
Brunswick
34003'54"
78014'45"
5.88
Blanton
01284 - Application Surface Irrigation
65.4
inches
DRIP 'ZONE 5 (SOUTH)
Brunswick County
Brunswick
34003'54"
780l4'45"
.84
Blanton
01284 - Application Surface Irrigation
78.2
inches
DRIP ZONE 6 (SOUTH)
Brunswick County
Brunswick
34003'54"
78014'45"
10.19
Blanton
01284 - Application Surface Irrigation
65.8
inches
DRIP ZONE 7 (SOUTH)
Brunswick County
Brunswick
34003'54"
780l4'45"
12.30
Foreston
01284 - Application Surface Irrigation
41.7
inches
DRIP ZONE 8 (SOUTH)
Brunswick County
Brunswick
34003'54"
78'14'45"
20.24
Blanton
01284 - Application Surface Irrigation
67.2
inches
DRIP ZONE 9 (SOUTII)
Brunswick County
Brunswick
34003'54"
78"14'45"
16.04
Blanton
01284 - Application Surface Irrigation
62.6
inches
DRIP ZONE 10 (SOUTH)
Brunswick County
Brunswick
34003'54"
78014'45"
25.76
Blanton
01284 - Application Surface Irrigation
77.5
inches
DRIP ZONE I I (SOUTH)
Brunswick County
Brunswick
34°03'54"
78'14'45"
27.80
Blanton
01284 - Application Surface Irrigation
78.2
inches
DRIP ZONE 12 (SOUTH)
Brunswick County
Brunswick
34003'54"
78"14145"
1.24
Leon
01284 - Application Surface Irrigation
31.3
inches
DRIP ZONE 13 (SOUTH)
Brunswick County
Brunswick
34003'54"
78014'45"
15.99
Blanton
01284 - Application Surface Irrigation
64.5
inches
DRIP ZONE 14 (NORTH)
Brunswick County
Brunswick
34°03'54"
78'14'45"
51.65
Rains
01284 - Application Surface Irrigation
27.2
inches
DRIP ZONE 15 (NORTH)
Brunswick County
Brunswick
34003'54"
78014'45"
15.25
Rains
01284 -Application Surface Irrigation
20.9
inches
DRIP ZONE 16 (NORTH)
Brunswick County
Brunswick
34°03'54"
78*14'45"
.00
Leon
01284 - Application Surface Irrigation
0
inches
DRIP ZONE 17 (NORTH)
Brunswick County
Brunswick
34003'54"
78014'45"
12.49
Foreston
01284 - Application Surface Irrigation
31.8
inches
DRIP ZONE 18 (NORTH)
Brunswick County
Brunswick
34003'54"
780l4'45"
12.34
Rains
01284 - Application Surface Irrigation
26
inches
DRIP ZONE 19 (NORTI I)
Brunswick County
Brunswick
34003'54"
78014-45"
25.05
Leon
01284 - Application Surface Irrigation
31.3
inches
DRIP ZONE 20 (NORTH)
Brunswick County
Brunswick
34003'54"
780l4'45"
10.95
Leon
01284 - Application Surface Irrigation
31.3
inches
WQ00234ersion 2.1 Attachment B age 4 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Brunswick County — West Regional WWTF
West Brunswick Drip Irrigation Facility (Continued)
Permit Number: WQ0023693 Version: 2.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
DRIP ZONE 21 (NORTH)
Brunswick County
Brunswick
34"03'54"
78'14'45"
28.01
Blanton
01284 - Application Surface Irrigation
31.3
inches
DRIP ZONE 22 (NORTH)
Brunswick County
Brunswick
34003'54"
78014-45"
33.22
Blanton
01284 - Application Surface Irrigation
31.3
inclies
DRIP ZONE 23 (NORTH)
Brunswick County
Brunswick
34003'54"
78014'45"
22.78
Blanton
01284 - Application Surface Irrigation
31.3
inches
DRIP ZONE, 24 (NORTH)
Brunswick County
Brunswick
34003'54"
78014'45"
18.00
Blanton
01284 - Application Surface Irrigation
31.3
inches
DRIP ZONE 25 (NORTI I)
Brunswick County
Brunswick
34003'54"
78014'45"
7.25
Blanton
01284 - Application Surface Irrigation
31.3
inches
DRIP ZONE 26 (NORTII)
Brunswick County
Brunswick
34003'54"
78014'45"
16.91
Blanton
01284 - Application Surface Irrigation
31.3
inches
DRII' ZONE 27 (NORTH)
Brunswick County
Brunswick
34003'54"
78°14'45"
8.02
Foreston
01284 - Application Surface Irrigation
31.3
inches
DRIP ZON1: 28 (NORTI1)
Brunswick County
Brunswick
34003'54"
78"14'45"
17.09
Blanton
01284 - Application Surface Irrigation
24.6
inches
DRIP ZONE 29 (NORTH)
Brunswick County
Brunswick
34°03'54"
78"14'45"
10.25
Blanton
01284 - Application Surface Irrigation
25.1
inches
DRIP ZONE 30 (NORTH)
Brunswick County
Brunswick
34"03'54"
78014'45"
.00
Blanton
01284 - Application Surface Irrigation
0
inches
Totals
497.32
WQ0023693 Version 2.1 Attachment B Page 5 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0023693
Brunswick County - West Regional WWTF
IP Tract (Irrigation)
Version: 2.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
IPA[
Brunswick County
Brunswick
34°01'28"
78*13'46"
13.20
Baymeade fine sand, I to 6% slopes
01284 - Application Surface Irrigation
0.2
91
inches
IP A2
Brunswick County
Brunswick
34*0 ['33"
78* 13'49"
10.39
Baymeade fine sand, I to 6% slopes
01284 - Application Surface Irrigation
0.2
91
inches
IP A3
Brunswick County
Brunswick
34°01'33"
78'13'36"
9.51
Baymeade fine sand, 1 to 6% slopes
01284 - Application Surface Irrigation
0.2
91
inches
IP B
Brunswick County
Brunswick
34°01'l 1"
78' 14'11"
10.38
Baymeade fine sand, I to 6% slopes
01284 - Application Surface Irrigation
0.2
91
inches
lP C
Brunswick County
Brunswick
34'01'00"
78° 13'58"
7.40
Baymeade fine sand, I to 6% slopes
01284 - Application Surface Irrigation
0.2
91
inches
Totals
50.88
IP Tract (Infiltration Basins)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Basin
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Rate
Units
IP I
Brunswick County
Brunswick
34°01'33"
78'13'12"
1.94
Goldsboro fine sandy loam, 0 to 2% slope
01284 -Application Surface Irrigation
1.4
GPD/112
1112
Brunswick County
Brunswick
34°0 ['33"
78° 13'26"
1.09
Goldsboro line sandy loam, 0 to 2% slope
01284 -Application Surface Irrigation
1.4
GPD/ft2
1113
Brunswick County
Brunswick
34°01'28"
78° 13'26"
1.35
Goldsboro fine sandy loam, 0 to 2% slope
01284 - Application Surface Irrigation
1.4
GPD/f12
IP 4
Brunswick County
Brunswick
34'01'25"
78°13'26"
1.85
Goldsboro fine sandy loam, 0 to 2% slope
01284 - Application Surface Irrigation
1.4
GPD/fie
1P 5
Brunswick County
Brunswick
34°01'22"
78°13'59"
1.66
Goldsboro fine sandy loam, 0 to 2% slope
01284 -Application Surface Irrigation
1.4
GPD/112
1116
Brunswick County
Brunswick
34*01'l9"
78°13'26"
.98
Goldsboro fine sandy loam, 0 to 2% slope
01284 - Application Surface Irrigation
1.4
GPD/ft2
1117
Brunswick County
Brunswick
34°01'15"
78°13'25"
1.54
Goldsboro fine sandy loam, 0 to 2% slope
01284 - Application Surface Irrigation
1.4
GPD/112
II' 8
Brunswick County
Brunswick
34°01'05"
78°13'20"
1.84
Goldsboro fine sandy loam, 0 to 2% slope
01284 - Application Surface Irrigation
1.4
GPD/ft2
1119
Brunswick County
Brunswick
34°01'01"
78°13'29"
1.63
Goldsboro fine sandy loam, 0 to 2% slope
01284 - Application Surface Irrigation
1.4
GPD/RZ
Totals
13.88
WQ0023 Jersion 2.1 Attachment B (- 'age 6 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Brunswick County — West Regional WWTF
Mercer Mill (Irrigation)
Permit Number: WQ0023693 Version: 2.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
NIM A
Brunswick County
Brunswick
33°57'43"
78010'42"
10.42
Baymeade fine sand, I to 6%slopes
01284 - Application Surface Irrigation
0.2
91
inches
IVIM 13
Brunswick County
Brunswick
33°5T51"
78° 10'40"
13.02
Baymeade fine sand, 1 to 6% slopes
01284 - Application Surface Irrigation
0.2
91
inches
NINI C
Brunswick County
Brunswick
33°57'49"
78' 10'32"
14.44
Baymeade fine sand, I to 6%slopes
01284 - Application Surface Irrigation
0.2
91
inches
'Totals
-T
37.88
Mercer Mill (Infiltration Basins)
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Basin
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Rate
Units
MKI I
Bruns%tiick County
Brunswick
33°57'42"
78°10'45"
7.39
Goldsboro fine sandy loam, 0 to 2%slope
01284 - Application Surface Irrigation
2
GPO/ft'
Altil 2
Brunswick County
Brunswick
33°57'36"
78°10,16"
5.16
Goldsboro fine sandy loam, 0 to 2%slope
01284 - Application Surface Irrigation
2
GPD/ti'-
TOWS
12.55
WQ0023693 Version 2.1 Attachment B Page 7 of 8

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Brunswick County — West Regional WWTF
The Reserve Club Golf Course
Permit Number: WQ0023693 Version: 2.1
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
BNFI I
Reserve Club at St James
Brunswick
33°56'46"
78005'45"
28.50
Kureb fine sand, I to 8% slopes
01284 - Application Surface Irrigation
0.2
83.2
inches
BNTL
Reserve Club at St James
Brunswick
33'57'11"
78°05'37"
13.70
Leon fine sand, 0 to 2% slopes
01284 - Application Surface Irrigation
0.1
41.6
incites
BNTI I
Reserve Club at St James
Brunswick
33°56'49"
78°05'42"
6.25
Kureb fine sand, I to 8% slopes
01284 -Application Surface Irrigation
0.2
83.2
inches
BNTL
Reserve Club at St James
Brunswick
33°57'08"
78°05'44"
2.53
Leon fine sand, 0 to 2% slopes
01284 - Application Surface Irrigation
0.1
41.6
inches
FNFL
Reserve Club at St lames
Brunswick
33'57'08"
78'06'33"
8.45
Leon tine sand, 0 to 2% slopes
01284 - Application Surface Irrigation
0.1
41.6
inches
FNfL
Reserve Club at St James
Brunswick
33°57'09"
78°06'25"
1.07
Leon fine sand, 0 to 2% slopes
01284 - Application Surface Irrigation
0.1
41.6
inches
Rif
Reserve Club at St James
Brunswick
33°57'05"
78006'27"
9.50
Kureb fine sand, I to 8% slopes
01284 - Application Surface Irrigation
0.2
83.2
inches
Totals
70.0
BNFII = 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 'fees Low; RH = Range High
WQ0023 ✓ersion 2.1 Attachment B (_ 'age 8 of 8

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0023693 Version: 2.1
Monitoring wells: MW-1, MW-2, MW-3, MW-4, MW-5, MW-6 (located at the West Brunswick Drip Facility)
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
3 X year
Calculated
1,2.3,7
pit - 00,100
8.5
SAL
3 X year
Grab
1.2,7
Colilorm. Fecal MF, KI-FC Broth,44.5C - 31616
3 X year
Grab
1.7
Carbon. Tot Organic (TOC) - 00680
3 X year
Grab
L6.7
Chloride (as Cl) - 00940
250
tng/I
3 X year
Grab
1.7
Nitrogen. Anunonia To(al (as N) - 00610
3 X year
Grab
1.7
Nitrogen. Nitrale'I'otal (as N) - 00620
10
mg/I
3 X year
Grab
L7
Solids. Total Dissolved - 70295
3 X year
Grab
1,7
Volatile Compounds. (GC/IvIS) - 78732
Annually
Grab
1,4.5,7
. 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
orpl I 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 62301). PQL at 0.5 µg/1, or less
h. Standard Method 6210D. PQL at 0.5 µg/L or less
C. EPA Method 8021. Low Concentration, PQI, at 0.5 fig/L or less
d. IPA Method 8260, Low Concentration, PQI, at 0.5 µg/L or less
c. Another method with prior approval by the Aquilcr Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to rum any method used.
b. The method used must, at a minimum, include all the constituents listed in Table Vlli of Standard Method 6230D.
e. The method used must provide a PQL of 0.5 jig/I, or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
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 'I'OC concentrations greater than 10 mg/I 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 I and this attachment.
WQ0023693 Version 2.1 Attachment C Page I of

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