WQ0023693_Final Permit_20080303

W A QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q C Coleen H. Sullins Director
.Division of Water Quality
March 3, 2008
Marty K_ Lawing — County Manager
Brunswick County
P.O. Bow 249
Bolivia, NC 28422
Dear Mr. Lawing:
Subject: Permit No. WQ0023693
West Regional WWTF
Non -Conjunctive Wastewater
Treatment, Reclaimed Water
Utilization, and High -Rate
Infiltration Systems
Brunswick County
In accordance with your permit modification request received August 10, 2007, and subsequent
additional information received October 4, 2007, November 8, 2007, and January 14, 2008, we are
forwarding herewith Permit No. WQ0023693, dated March 3, 2008, to Brunswick County for the
construction and operation of the subject wastewater treatment, reclaimed water utilization, and high -rate
infiltration facilities: This modification includes: a 3 million gallon per day (MGD) treatment works
expansion, the addition of a septage receiving station, the addition of eleven (11) high -rate infiltration
basins, and the addition of approximately 88.74 acres of wetted acreage for reclaimed irrigation.
This permit shall be effective from the date of issuance until April 15, 2009, shall void Permit No.
WQ0023693 issued May 4, 2007, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit, This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you,
information concerning this matter, please contact Matthew Fleahman at
[e-mail]. �
n
If you need additional
[phone] or
Noe Carolina
�tura!!r�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Tntemet: www.ncwaterquality,ore Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer-- 50% Recycled/1 0% Post Consumer Paper Customer Service: [phone]

cc: Brunswick County Health Department
Wilmington Regional Office, Aquifer Protection Section
Charles D..Riley, Jr. -- McKim & Creed, PA 200 MacKenan Court, Cary N'C 27511
Ken Pohiig — Construction Grants & Loan, Central Office
Technical Assistance and Certification Unit (with rating sheet attached)
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
NON -CONJUNCTIVE WASTEWATER TREATMENT, RECLAIMED WATER UTILIZATION,
AND HIGH -RATE INFILTARATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Brunswick County
Brunswick County
FOR THE
continued operation of the existing 600,000 GPD reclaimed water distribution and disposal system
located at St. James Plantation and the existing 500,000 reclaimed water distribution and disposal system
located at Winding River Plantation, which consist of the following:
The St. James Plantation Distribution and Disposal Facilities, consisting of:
200 GPM pump station with dual pumps, high water alarms; approximately 600 linear feet of 4-inch force
main and approximately 4,100 linear feet of 10-inch force main from the WWTP effluent pumping
chambers to the storage pond; a 3,000,000 gallon storage/irrigation lagoon; a 1,050 GPM irrigation pump
station with a 30 HP pump, a 75 HP pump and high water alarms; and approximately 102.4 acres of spray
irrigation area;
The Winding River Plantation Distribution and Disposal Facilities, consisting of:
a 13,000,000 gallon storage and irrigation pond, and approximately 150 acres of irrigation area;
continued operation of the 3.0 MGD West Brunswick Regional Water Reclamation Facility, the
reclaimed water distribution system, and the West Brunswick Drip Irrigation Facility, which consist of
the following:
The 3.0 MGD West Brunswick Regional Water Reclamation Facility, consisting of:
• approximately 7,000 linear feet of 24-inch sanitary sewer force main, approximately 6,000 linear
feet of 24-inch reclaimed water force main, and approximately 2,000 linear feet of 8-inch water
force main, two air release valves and associated appurtenances,
• two influent magnetic flowmeters,
plant headworks facility, to include one manual and two mechanical bar screens, vortex grit
removal with associated dual 220 GPM grit pumps, screening washer and grit classifier,
• two unequal -sized equalization basins totaling 750,000 gallons, with dual 1,400 GPM, 10 Hp
pumps, jet aeration using dual 1,620 scfm and dual 540 scfm air blowers (Blower Building No. 1)
in addition to one (1) 2,900 GPM, 25 Hp pump and one (1) 1,100 GPM, 10 Hp pump,
* oxidation ditch flow splitter box,
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• dual oxidation ditches, with each ditch specified as: 76 feet wide, 10-foot side water depth,
950,000 gallon volume, and each ditch includes three (3) 4.9 Hp submersible mixers, three (3) 75
Hp 30-foot brush aerators, and one (1) adjustable effluent weir,
• two (2) 70-foot diameter, 16-foot side water depth center -fed secondary clarifiers with dual 20
GPM, 7.5 Hp scum pumps,
• dual rotating disk package filters, with a combined rating of 3.0 MGD design flow and 7.5 MGD
peak flow, with each filter system consisting of a stainless steel tank with cloth rotating disk
filters rated at 3 gpmlft with automatic backwash, miscellaneous electrical and piping work
associated with the rotating filters,
• a 78,000 gallon chlorine contact tank with sodium hypoehlorite disinfection,
• a sodium bypochlorite chemical feed and storage building,
• effluent reclaimed water pump station consisting of two (2) 2,800 GPM, 125 Hp vertical turbine
pumps and two (2) 1,400 GPM, 100 Hp vertical turbine pumps with magnetic flowrneters,
• a 15 million gallon (approximate) upset pond Iined with 40 mil polypropylene synthetic liner, and
a dual 2,100 GPM, 40 Hp upset pond pump station,
• RAS/WAS pump station consisting of three (3) 1,400 GPM, 15 Hp centrifugal RAS pumps and
two (2) 100 GPM, 7.5 Hp centrifugal WAS pumps,
• a 238,000 gallon WAS storage tank with jet aeration using dual 320 scfm air blowers (Blower
Building No. 2) and one (1) 1,465 GPM, 15 Hp pump,
• dual 250 GPM WAS thickener feed pumps,
• a WAS thickening building, consisting of a 1-meter gravity belt thickener with approximately
2,000 lbsihour capacity, polymer tank and feed system, with dual 250 GPM, 15 Hp positive
displacement thickened WAS pumps,
• an autothermal thermophilic aerobic digestion (ATAD) facility for producing Class A biosolids
consisting of a dual 20-foot diameter, 21-foot covered concrete ATAD tanks, a 70-foot diameter,
17-foot covered concrete storage tank, a 2,495 sq. foot ATAD Building housing dual 250 GPM,
15 Hp ATAD feed pumps, dual 40 Hp jet aeration pumps, one 50 Hp jet aeration pump, dual 5
Hp sludge transfer pumps, 250,000 BTU/hr heat -exchanger, five (5) 15 Hp blowers, ammonia
scrubber and biofilter, and associated piping, appurtenances, and control systems,
• a sludge loading station (for trucks) with 250 GPM sludge transfer pump,
• plant sanitary sewer drain pump station consisting of two (2) 2,100 GPM, 50 Hp submersible
PUMPS,
• two odor control systems, one rated at 2,000 efm and one rated at 8,400 cfm,
• three (3) non -potable water pumps, one rated at 200 GPM, 15 Hp pump and two (2) rated at 75
GPM, 7.5 Hp pumps,
• a 3,456 sq. foot administration building,
• a 2,240 sq. foot maintenance building,
• associated electrical work, including two (2) 1,600 kW emergency generators with automatic
transfer switches,
• SCADA instrumentation and control systems,
• associated yard piping and appurtenances, and
The reclaimed water distribution system, consisting of:
N.C. 211 to Reclaimed. Valve Vault (Section 5).
approximately 15,269 linear feet of 16-inch reclaimed water force main, approximately 3,471 linear feet
of 18-inch reclaimed water force main, approximately 1,020 linear feet of 20-inch reclaimed water force
main, associated gate valves, air release valve assemblies, bypass assemblies and associated
appurtenances,
Bolivia to Reclaimed Valve Vault (Sewer Force Main), and Valve Vault to Effluent Disposal Site
(Reclaimed Water Force Main), (Section 6)
approximately 804 linear feet of 10-inch reclaimed water force main, approximately 15,650 linear feet of
16-inch reclaimed water force main, associated gate valves, air release valve assemblies, bypass
assemblies and associated appurtenances, and
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N.C. 211 to Winding River Plantation:
approximately 5,774 linear feet of 10-inch reclaimed water force main, three air release valve assemblies,
and associated appurtenances, and
N.C. 211 to St. dames Plantation:
approximately 11,813 linear feet of 12-inch reclaimed water force main, approximately 13 linear feet of
16-inch reclaimed water force main, four air release valve assemblies, and associated appurtenances, and
The West Brunswick Drip Irrigation Facility (rated at approximately 1.72 MGD annual averaged
wastewater disposal), consisting of:
• approximately 2,665 linear feet of 16-inch reclaimed water force main, one air release valve and
associated appurtenances,
• a 98.25 million gallon (approximate) wet weather storage pond lined with 36 mil polypropylene
geomembrane protective litter in inside berm walls,
• Pump Station effluent reclaimed water pump station consisting of a manual bar screen, two (2)
3,300 GPM, 150 Hp vertical turbine pumps and one (1) 1,600 GPM, 75 Hp vertical turbine pump
with two (2) magnetic flowmeters, disk filtration system, a sodium hypochlorite chemical storage
and feed system,
• a drip irrigation system covering 497.32 acres grouped into the Southern Management Area
(Zones I — 13) and the Northern Management Area (Zones 14-15 and 17-29), with drip tubing
spaced approximately on 10-foot centers, associated header and lateral piping and associated
appurtenances, associated forest clearing and planting of Loblolly Pine seedlings, and access
roads,
• SCADA instrumentation and control systems, and
• associated yard piping and appurtenances
construction and operation of the 3.0 MGD West Brunswick Regional Water Reclamation Facility
expansion, reclaimed water distribution system, and high -rate infiltration system, which consist of the
following: one (1) 15 MGD influent flow meter; one (1) mechanical bar screen with a 0.25 inch spacing;
vortex grit removal with associated Grit Chamber, a 220 GPM grit pump screening washer and grit
classifier; an alkalinity feed system with a 5,000 gallon chemical storage tank, two (2) 0.5 GPM alkalinity
feed pumps, two (2) 22 GPM alkalinity recirculation pumps and two (2) 0.68 GPM alum feed pumps; two
(2) unequal -sized equalization basins totaling 840,700 gallons with two (2) 1,400 GPM transfer pumps,
one (1) 1,100 GPM jet aeration pump, one (1) 2,900 GPM jet aeration pump, two (2) 320 scfm air
blowers, two (2) 790 scfm air blowers; an oxidation ditch 15 MGD influent flow meter and a flow splitter
box; two (2) 0.95 million gallon Oxidation Ditches each with three (3) 5 hp submersible mixers, three (3)
60-hp 30-foot brush aerators, and one (1) adjustable effluent weir; two (2) clarifiers with two (2) 20 GPM
scum pumps; a RAS / WAS pump station with one (1) 4,000 GPM RAS ultrasonic flow meter, one (1)
WAS 250 GPM ultrasonic flow meter, three (3) RAS 1,400 GPM vertical non -clog centrifugal pumps,
two (2) WAS 100 GPM pumps; two (2) rotating disk package filters, with a combined rating of 3.0 MGD
design flow and 7.5 MGD peak flow, with each filter system consisting of a stainless steel tank with cloth
rotating disk filters rated at 3 gpm/ft2 with automatic backwash; two (2) 30 ft x 60 ft chlorine contact
tanks ,a sodium hypochlorite chemical feed and storage building with four (4) 0.5 GPM chemical feed
pumps; a turbidimeter; one (1) 238,000 gallon aerated WAS storage tank with one (1) 1,465 jet aeration
pump, and two (2) 510 scfm blowers; two 141,000 gallon ATAD digesters each with dual 3,500 jet
aeration mixing pumps, dual 750 GPM foam control pumps, and dual 275 scfin blowers; one (1) 400
GPM gravity thickener belt; an effluent pumping station with two (2) 2,800 GPM vertical turbine effluent
pumps and two (2) 750 GPM non -potable water effluent pumps; one (1) septage receiving station with a
1,000 GPM magnetic flow meter, a fine screen and screening collector screw, a 16 ft x 3.5 ft aerated grit
chamber with one (1) 2 scfm blower, one (1) 0.75 hp mixer, two 9,500 gallon equalization tanks with two
(2) 75 scfm blowers and two (2) 50 GPM sludge pumps, a 6 ft diameter x 6-foot long vacuum drum filter,
a 510 scfm 40 hp vacuum pump, a receiver tank, a filter tank, an air I liquid separator, a 80 GPM receiver
pump, a control panel; the reconstruction of the 40 mil lined 5-day upset pond to increase the storage
from 15 MG to 30MG; a 20,000 gallon infiltration pump tank; approximately 10,460 linear -feet of 16-
inch reclaimed force main to North IP Dispersal Site, and all associated piping, valves and appurtenances,
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construction of the IP Tract effluent disposal site consisting of: approximately 50.88 acres for reclaimed
water irrigation and two (2) 1,200 GPM spray irrigation pumps; one 1.94 acre high -rate infiltration basin
with a loading rate of IA gpd/ft (11? #1), one 1.09 acre high -rate infiltration basin with a loading rate of
1.4 gpd/ft (IP #2), one 1.35 acre high -rate infiltration basin with a loading rate of 1.4 gpd/ft (IP #3), one
1.85 acre high -rate infiltration basin with a loading rate of 1.4 gpd/ft (IP #4), one 1.66 acre high -rate
infiltration basin with a loading rate of 1.4 gpd/ft (IP #5), one 098 acre high -rate infiltration basin with a
loading rate of 1.4 gpd/ft (IP #6), one 1.54 acre high -rate infiltration basin with a loading rate of 1.4
gpd/ft (IP # 7), one 1.84 acre high -rate infiltration basin with a loading rate of 1.4 gpd/ft (IP #8), and one
1.63 acre high -rate infiltration basin with a loading rate of 1.4 gpd/ft (IP #9); approximately 14,167 linear
feet of 8-inch perforated PVC groundwater lowering drain with clay anti -seep collars and in -line clean
outs, and a PVC curtain membrane, three (3) groundwater lowering pump stations each with two (2) 650
GPM submersible dewatering pumps and magnetic flow meter; and all associated piping, valves, and
appurtenances;
construction of the Mercer Mill Tract effluent disposal site consisting of. approximately 37.86 acres for
reclaimed water irrigation and two (2) 1,300 GPM spray irrigation pumps; one 7.39 acre high -rate
infiltration basin with a loading rate of2.0 gpd/ft (MM #1), one 5.16 acre high -rate infiltration basin with
a loading rate of 2.0 gpd/ft (MM #1); approximately 6,088 linear feet 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 two (2) 1,300 GPM submersible dewatering pumps and magnetic flow
meter; and all associated piping, valves, and appurtenances
to serve Brunswick County, with no discharge of wastes to the surface waters, pursuant to the application
received August 10, 2007 and subsequent additional information received by the Division of Water
Quality (Division), and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until April 15, 2009, shall void Permit No.
WQ0023693 issued May 4, 2007, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
At least 120 days prior to completion of construction and prior to operation of this permitted facility,
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 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.
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2. Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form) must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this Project is to
be completed in phases and partially certified -you-shall retain the reMonsibilily to track further
construction approved under the same permit, and shall provide a final certificate of completion once
the entire proiect has been completed. Mail the Certification to the Aquifer Protection. Section,
Division of Water Quality, 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 so that an
in -place inspection can be made. Such notification to the Aquifer Protection Section regional
supervisor shall be made during the normal office hours from 8:00 a.m. until 5.00 p.m. on Monday
through Friday, excluding State Holidays.
4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
11. PERFORMANCE STANDARDS
The reclaimed water utilization and high -rate infiltration facilities shall be effectively maintained and
operated at all times so that there is no discharge to the surface waters, nor any contamination of
ground waters, which will render them unsatisfactory for normal use. In the event that the facilities
fail to perform satisfactorily, including the creation of nuisance conditions or failure of the utilization
area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality (Division), such as the
construction of additional or replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
3. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The COMPLIANCE and REVIEW BOUNDARIES for the reclaimed utilization areas are established
at the utilization area boundaries. Any exceedance of standards at the Compliance or Review
Boundary shall require actionn in accordance with 15A NCAC 02L .0106.
7. The compliance boundary for the high -rate disposal system is specified by rules in 15A NCAC 02L,
Groundwater Classifications and Standards. This disposal system was individually permitted on or
after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from
the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste
disposal area. An exceedance of groundwater standards at or beyond the compliance boundary is
subject to rernediation 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.
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8. The review boundary is established around the disposal systems midway between the compliance
boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review
boundary shall require action in accordance with 15A NCAC 02L .0106
9. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
10. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02h .0107(g).
11. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA:
25
ii. Surface waters classified SA:
100
iii. Any well with exception to monitoring wells
100
iv. Impounded public water supplies:
500
v. Public shall groundwater supply:
500
b. The setbacks for treatment and storage units 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
c. The setbacks for high -rate infiltration sites shall be as follows (all distances in feet):
vi. Any habitable residence or place of public assembly under separate
ownership:
l00
vii. Any habitable residence or place of public assembly owned by the
permittee:
50
viii.Any private or public water supply source:
100
ix. Surface waters:
100
x. Groundwater lowering ditches:
100
xi. Surface water diversions:
50
xii. Any well with exception of monitoring wells:
100
xiii.Any property line:
50
xiv. Top of slope of embankments or cuts of two feet or more in vertical
height:
100
xv. Any water line from a disposal system:
10
xvi. Subsurface groundwater lowering drainage systems:
100
xvii. Any swimming pool:
100
xviii. Public right of way:
50
xix. Nitrification field:
20
xx. Any building foundation or basement:
15
xxi. Impounded public water supplies:
S00
xxii. Public shallow groundwater supply:
500
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' The storage/irrigation ponds located at Winding River Plantation do not comply with this
condition, but were previously approved by the Division. Therefore, this condition does not
apply to those previously constructed ponds
12. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water- is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
13. 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. A reduced pressure principle backflow preventer, an approved air gap separation, or other device
approved by the Division of Environmental Health shall be installed at the potable water service
connection to the use area where both reclaimed water and potable water are supplied to a
reclaimed water use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. An air gap separation, approved and regularly inspected by the Permittee shall be provided
between the potable water and reclaimed water systems where potable water is used to
supplement a reclaimed water system,
14. Reclaimed water distribution lines shall 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.
15. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from, a public well.
16. Reclaimed water distribution lines shall meet the separation distances to sewer Iines in accordance
with Rule .0305 of Subchapter 02T.
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17. A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding the
loading rates of the green area. A "green area", as defined in 15A NCAC 02H .0404 (g)(7), is an area
suitable for waste disposal, either in its natural state or which has been modified by planting a
vegetative cover of grasses or low growing shrubbery.
III. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and reclaimed utilization facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed water utilization
areas.
5. Reclaimed water application shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
6. All reclaimed water application equipment must be tested and calibrated at least once per year.
Records of the calibration must be maintained for five years.
7. No type of wastewater other than that from Brunswick County West Regional WWTF shall be
applied to the reclaimed water utilization area(s).
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
9. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
I5A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the all irrigation and storage ponds shall not be less than two feet at any time.
13. A waste -level gauge, to monitor waste levels in all irrigation and storage ponds shall be provided.
This gauge shall have readily visible permanent markings indicating the maximum liquid level at the
top of the temporary liquid storage volume, minimum liquid level at the bottom of the temporary
liquid storage volume, and the lowest point on top of the dam elevations.
WQ0023693 Version 1.4 Shell Version 070627 Page 8 of 14

14. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
15. All wastewater shall be routed to the 5-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that'the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the 5-day holding pond shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day pond prior to discharge to the storage
ponds.
IV. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of Iess than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ics) and
location(s) for the parameter(s) specified in Attachment A.
5. The Permittee tracking the amount of reclaimed water applied shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of reclaimed water application,
b. Volume of reclaimed water applied,
c. Field irrigated,
d, Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in all irrigation,
infiltration, and storage ponds shall be recorded weekly.
WQ0023693 Version 1.4 Shell Version 070627 Page 9 of 14

7. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of high -rate infiltration,
b. Volume of wastewater infiltrated,
c. Loading rates to each infiltration site list in Attachment B
d. Weather conditions,
8. Monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment C,
All maAping, well construction forms well abandonment forms and monitoring data shall refer to the
permit number and the well nomenclature as provided in Figure 1 and Attachment C.
Two copies of the results of the sampling and analysis must be received on Form GW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
10. Three copies of all monitoring data [as specified in Conditions IV.3. and IV.4.1 on Form NDMR for
each point prior to irrigation (PPI), three copies of all operation and disposal records [as specified in
Conditions IV,S. and IV.6. on Form NDAR-1] for every utilization area and three copies of all
operation and disposal records [as specified in Conditions IV.71 for every infiltration area shall be
submitted on or before the last day of the following month_ If no activities occurred during the
monitoring month, monitoring reports are still required documenting the absence of the activity. All
information shall be submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
11. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
12. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
13. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the reclaimed utilization area or
runoff from the reclaimed utilization areas.
WQ0023693 Version 1.4 Shell Version 070627 Page 10 of 14

b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any utilization area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittec
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and 1 or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
WQ0023693 Version 1.4 Shell Version 070627 Page 11 of 14

5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Perrnittee, a formal permit request must be submitted to the Division on official Division forms,
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee within 30 days after being billed by the Division. Failure to
pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to
15A NCAC 02T ,0105(e).
Permit issued this the 3'd day of March 2008
NORTH
AL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023693
WQ0023693 Version 1.4 Shell Version 070627 Page 12 of 14

Permit No. WQ0023693
March 3, 2008
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
WQ0023693 Version 1.4 Shell Version 070627 Page 13 of 14

This Page ]clank
WQ0023693 Version 1.4 Shell Version 070627 Page 14 of 14

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent
Permit Number: WQ0023693 Version: 1.4
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maxjmum`
Measurement
Trequency
Sample
Type
Solids, Total Suspended - 00530
5
mg/l
10.
mg/1
2 X week
Composite
Nitrogen, Ammonia Total (as N) - 00610
4
mg/1
6.
mg/l
2 X week
Composite
Nitrogen, Total (as N) - 00600
f
7.
mg/l
2 X week
Composite
Nitrogen, Nitrate Total (as N) - 00620
2 X week
Composite
SOD, 5-Day (20 Deg. C) - 00310
10
nng/1
15.
Mg/1
2 X week
Composite
Solids, Total Dissolved - 70295
3 X year
Composite
Phosphorus, Total (as P) - 00665
f
3.
mg/l
2 X week
Composite
pH - 00400
6.0 - 9.06
su
9.
su
5 X week
Grab
CoIiform, Fecal MF, M-FC Broth,44.5C - 31616
14'
#/100m1
25.
##/100ml
2 X week
Grab
Carbon, Tot Organic (TOC) - 00680
3 X yea?
Grab
Chloride (as Cl) - 00940
3 X yeard
Grab
Solids, Settleable - 00545
5 X week
Grab
Chlorine, Total Residual - 50060
5 X week
Grab
Flow, in conduit or thm treatment plant - 50050
5,822,258
gpd
Continuous
Recorder
Turbidity, HCH Turbidimiter - 00076
10.
ntu
Continuous
Recorder
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting period.
d 3 X year sampling shall be conducted during March, July and November.
'The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units,
rThe sampling requirements for Total Nitrogen and Total Phosphorus have been suspended for one year from the date of permit issuance to allow for the treatment and disposal
facility to be constructed
WQ0023693 Version 1.4 Attachment A Page 1 of 6

PPI 002 — IP Groundwater Pump Station Pf
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
415,180
gpd
Continuous
Continuous
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
b
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Phosphorus, Total (as P) - 00665
Weekly
Grab
pH - 00400
Weekly
Grab
Chloride (as Cl) - 00940
3 X years
Grab
Carbon, Tot Organic (TOC) - 00680
3 X years
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
Weekly
Grab
Notes:
a Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
`Daily maximum shall be the maximum value of all samples collected during the reporting period_
d 3 X year sampling shall be conducted during March, July and November.
'The discharge from the groundwater lowering system shall be sampled at a points prior to discharge at the location shown in Figure 1.
£ The sampling requirements for the groundwater pump station have been suspended for one year from the date of permit issuance to allow for the disposal system to be
constructed
WQ00236.. J'ersion 1.4 Attachment A 2 2 of 6

PPI 003 - IP Groundwater Pump Station 2e°r
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
636,593
gpd
Continuous
Continuous
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
6
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Phosphorus, Total (as P) - 00665
Weekly
Grab
pH - 00400
Weekly
Grab
Chloride (as Cl) - 00940
3 X year'
Grab
Carbon, Tot Organic (TOC) - 00680
3 X years
Grab
Solids, Total Dissolved - 70295
3 X years
Grab
Nitrogen, Nitrate Total (as N) - 00620
Weekly
Grab
Notes:
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
'Daily maximum shall be the maximum value of all samples collected during the reporting period.
3 X year sampling shall be conducted during March, July and November,
'The discharge from the groundwater lowering system shall be sampled at a points prior to discharge at the location shown in Figure 1.
r The sampling requirements for the groundwater pump station have been suspended for one year from the date of permit issuance to allow for the disposal system to be
constructed
WQ0023693 Version 1.4 Attachment A Page 3 of 6

PPI 004 - IP Groundwater Pump Station 3e'r
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Averagea
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
.Flow, in conduit or thru treatment plant - 50050
591,249.
gpd
Continuous
Continuous
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
b
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Phosphorus, Total (as P) - 00665
Weekly
Grab
pH - 00400
Weekly
Grab
Chloride (as Cl) - 00940
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
Weekly
Grab
Notes:
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting period.
a 3 X year sampling shall be conducted during March, July and November.
The discharge from the groundwater lowering system shall be sampled at a points prior to discharge at the location shown in Figure 2.
f The sampling requirements for the groundwater pump station have been suspended for one year from the date of permit issuance to allow for the disposal system to be
constructed
WQ002361— ersion 1 A Attachment A 4 of•6

PPI 005 — Mercer Mill Groundwater Pump Station 1e,r
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average$
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
316,681.
gpd
Continuous
Continuous
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
b
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Phosphorus, Total (as P) - 00665
Weekly
Grab
pH - 00400
Weekly
Grab
Chloride (as Cl) - 00940
3 X years
Grab
Carbon, Tot Organic (TOC) - 00680
3 X years
Grab
Solids, Total Dissolved - 70295
3 X years
Grab
Nitrogen, Nitrate Total (as N) - 00620
Weekly
Grab
Notes:
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
"Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting period.
d 3 X year sampling shall be conducted during March, July and November.
The discharge from the groundwater lowering system shall be sampled at a points prior to discharge at the location shown in Figure 3.
f The sampling requirements for the groundwater pump station have been suspended for one year from the date of permit issuance to allow for the disposal system to be
constructed
WQ0023693 Version 1.4 Attachment A Page 5 of 6

PPI 006 -.Mercer Mill Groundwater Pump Station 2"f
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Averages
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant - 50050
578,316,
gpd
Continuous
Continuous
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
b
Weekly
Grab
Nitrogen, Total (as N) - 00600
Weekly
Grab
Phosphorus, Total (as P) - 00665
Weekly
Grab
pH - 00400
Weekly
Grab
Chloride (as Cl) - 00940
3 X years
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year'
Grab
Solids, Total Dissolved - 70295
3 X yeas
Grab
Nitrogen, Nitrate Total (as N) - 00620
Weekly
Grab
Notes:
"Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
s Monthly average for fecal coli£orrn shall be the geometric mean of all samples collected during the reporting period.
`Daily maximum shall be the maximum value of all samples collected during the reporting period.
d 3 X year sampling shall be conducted during March, July and November.
The discharge from the groundwater lowering system shall be sampled at a points prior to discharge at the location shown in Figure 1.
f The sampling requirements for the groundwater pump station have been suspended for one year from the date of permit issuance to allow for the disposal system to be
constructed
WQ00236>_ version 1.4 Attachment A ; 6 of

ATTAC.►- .,tENT B - APPROVED LAND APPLICATION SITES AND L� tTATIONS
Permit Number: WQ0023693 Version.,
PERMITTEE - FACILITY
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/ Basin
Owner
County
Latitude
Longitude
Net
Acreage_
Dominant
Soil Series
Parameter
Rate
Yearly
Units
10A
Brunswick County
Brunswick
4,26
Blanton
01284 - Application Surface
Irrigation
0.2
83.2
inches
10B
Brunswick County
Brunswick
1.44
Leon
01284 -Appiication Surface
Irrigation
0.2
41.6
inches
11A
Brunswick County
Brunswick
7.46
Blanton
01284 -Application Surface
Irrigation
0.2
83.2
inches
11B
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 SurfaceIrrigation
0.2
41.6
inches
14A
Brunswick County
Brunswick
1.39
Blanton
01284 -Application SurfaceIrrigation
0.2
83.2
inches
15A
Brunswick County
Brunswick
2.18
Blanton
01284 -Application SurfaceIrrigation
0.2
83.2
inches
15B
Brunswick County
Brunswick
3.31
Leon
01284 -Application SurfaceIrrigation
0.2
41.6
inches
16A
Brunswick County
Brunswick
1.45
Blanton
01284 -Application Surface
Irrigation
0.2
83.2
inches
16B
Brunswick County
Brunswick
1.44
Leon
01284 -Application Surface Irrigation
0.2
41.6
inches
17A
Brunswick County
Brunswick
1.79
Blanton
01284 - Application SurfaceIrrigation
0.2
53.2
inches
18A
Brunswick County
Brunswick
180
Blanton
01284 - AppIication Surface
Irrigation
0.2
83.2
inches
18B
Brunswick County
Brunswick
7.13
Leon
01284 - Application SurfaceIrrigation
0,2
41.6
inches
1A
Brunswick County
Brunswick
3.29
Blanton
01284 - Application Surface
Irrigation
0.2
83.2
inches
1B
Brunswick County
Brunswick
1.19
Leon
01284 - Application Surface
Irrigation
02
41.6
inches
2A
Brunswick County
Brunswick
5.52
Blanton
01284 - Application Surface
Irrigation
0.2
83.2
inches
3A
Brunswick County
Brunswick
5.50
Blanton
01284 - Application Surface
Irrigation
0.2
83.2
inches
3B
Brunswick County
Brunswick
1.42
Leon
01284 - Application SurfaceIrrigation0.2
41.6
inches
WQ0023693 Version 1.4 Attachment B Page 1 of 6

4B
Brunswick County
Brunswick
5.51
Leon
01284 -Application Surface
0.2
41.6
inches
Irrigation
5B
Brunswick County
Brunswick
2.62
Leon
01284 -Application Surface
0.2
41.6
inches
Irrigation
6A
Brunswick County
Brunswick
7.80
Blanton
01284 - Application SurfaceIrrigation
0.2
83.2
inches
7A
Brunswick County
Brunswick
3.40
Blanton
01284 - Application SurfaceIrrigation
0.2
83.2
inches
8A
Brunswick County
Brunswick
4.93
Blanton
01284 - Application Surface
0.2
83.2
inches
Irrigation
9A
Brunswick County
Brunswick
8.91
Blanton
01284 - Application SurfaceIrrigation
0.2
83.2
inches
IBIS 1 A
Brunswick County
Brunswick
2.00
Blanton
01284 - Application SurfaceIrrigation
0.2
83.2
inches
IBIS 1 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
inches
IBIS 3 A
Brunswick County
Brunswick
4.64
Blanton
01284 - Application Surface
Irrigation
0.2
83.2
inches
IBIS 3 B
Brunswick County
Brunswick
.63
Leon
01284 - Application Surface
0.2
41.6
inches
Irrigation
IBIS 4 A
Brunswick County
Brunswick
4.07
Blanton
01284 - Application Surface
0.2
83.2
inches
Irrigation
IBIS 5 A
Brunswick County
Brunswick
.67
Blanton
01284 - Application Surface
Irrigation
0.2
83.2
inches
IBIS 6 A
Brunswick County
Brunswick
5.40
Blanton
01284 - Application Surface
0.2
83.2
inches
Irrigation
IBIS 7 A
Brunswick County
Brunswick
5.02
Blanton
01284 - Application Surface
0 2
83.2
inches
Irrigation
IBIS 8 A
Brunswick County
Brunswick
2.21
Blanton
0 12 84 - Application Surface
0.2
83.2
inches
Irrigation
IBIS 8 B
Brunswick County
Brunswick
.63
Leon
01284 -Application Surface
0.2
41.6
inches
Irri ation
IBIS 9 A
Brunswick County
Brunswick
4.19
Blanton
01284 - Application Surface
0.2
83.2
inches
Irrigation
PRACTICE
Brunswick County
Brunswick
8.00
Blanton
01284 - Application Surface
0.2
83.2
inches
RANGE A
Irrigation
PRACTICE
Brunswick County
Brunswick
7.06
Leon
01284 - Application Surface
0,2
41.6
inches
RANGE B
Irrigation
DRIP ZONE I
Brunswick County
Brunswick
34003'54"
78014'45"
18.80
Blanton
01284 - Application Surface
78.2
inches
(SOUTH)
Irrigation
DRIP ZONE 10
County
Brunswick
34°03'S4"
78°1445
25.76
Blanton
01284 - Application Surface
77.5
inches
(SOUTH)Bnrnswick
Iri ation
DRIP ZONE 11
Brunswick County
Brunswick
34°03`54"
78°14'45"
27.80
Blanton
01284 - Application Surface
78.2
inches
SOUTH)
Irrigation
WQ0023ft . ersion 1.4 Attachment B :ge 2 of 6

DRIP Z01v 12
Brunswick County
Brunswick
34003'54"
78014'45"
1.24
Leon
01284 - Application Surface
31.3 inches
(SOUTH)
Irrigation
DRIP ZONE 13
Brunswick County
Brunswick
34°03'54"
78°14'45"
15.99
Blanton
01284 - Application Surface
64.5
inches
(SOUTH)
Irrigation
DRIP ZONE 14
Brunswick County
Brunswick
34°03'54"
78°14'45"
51.65
Rains
01284 - Application Surface
27.2
inches
(NORTH}
Irrigation
DRIP ZONE 15
Brunswick County
Brunswick
34°03'54"
78°14'45"
15.25
Rains
01284 - Application Surface
20.9
inches
(NORTH)
Irrigation
DRIP ZONE 16
Brunswick County
Brunswick
34°03'54"
78°14`45"
.00
Leon
01284 -Application Surface
0
inches
(NORTH)
Irrigation
DRIP ZONE 17
Brunswick County
Brunswick
34°03'54"
78°14'45"
12.49
Foreston
01284 -Application Surface
31.8
inches
(NORTH)
Irrigation
DRIP ZONE 18
Brunswick County
Brunswick
34°03'54"
78°14'45"
12.34
Rains
01284 - Application Surface
26
inches
(NORTH
Irrigation
DRIP ZONE 19
Brunswick County
Brunswick
34°03'54"
78°14'45"
25.05
Leon
01284 - AppIication Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 2
Brunswick County
Brunswick
34°03'54"
78° 14'45"
19.19
Blanton
01284 - Application Surface
78.2
inches
(SOUTH)
Irrigation
DRIP ZONE 20
Brunswick. County
Brunswick
34°03'54"
78°14'45"
10.95
Leon
01284 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 21
Brunswick County
Brunswick
34°03'54"
7$°14'45"
2$.01
Leon
01284 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 22
Brunswick County
Brunswick
34°03'54"
78°I4'45"
33.22
Leon
01284 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 23
Brunswick County
Brunswick
34°03'54"
78°14'45"
22.78
Leon
01284 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 24
Brunswick County
Brunswick
34°03'S4"
78°14'45"
18A0
Leon
01284 - Application Surface
313
inches
(NORTH}
Irrigation
DRIP ZONE 25
Brunswick County
Brunswick
34°03'54"
78°14'45"
7.25
Leon
01284 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 26
Brunswick County
Brunswick
34°03'54"
78°14'45"
16.91
Leon
01284 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 27
Brunswick County
Brunswick
34°03'S4"
78°14'45"
8.02
Leon
01294 - Application Surface
31.3
inches
(NORTH)
Irrigation
DRIP ZONE 28
Brunswick County
Brunswick
34°03'54"
78°14'45"
17.09
Rains
01284 - Application Surface
24.6
inches
(NORTH)
Irrigation
DRIP ZONE 29
Brunswick County
Brunswick
34°03'54"
78°14'45"
10.25
Rains
01284 - Application Surface
25.1
inches
(NORTH)
Irrigation
DRIP ZONE 3
Brunswick County
Brunswick
34°03'54"
7$°14'45"
33.79
Blanton
01284 - Application Surface
73.9
inches
(SOUTH)
Irrigation
DRIP ZONE 30
Brunswick County
Brunswick
34°03'54"
78°14'45"
.00
Rains
01284 - Application Surface
0
inches
(NORTH)
Irrigation
DRIP ZONE 4
Brunswick County
Brunswick
34°03'54"
78°14'45"
5.88
Blanton
01284 - Application Surface
65A
inches
(SOUTH)
lrri ation
DRIP ZONE 5
Brunswick County
Brunswick
34°03'54"
78°14'45"
.84
Blanton
01284 - Application Surface
78.2
inches
(SOUTH)
Irrigation
WQ0023693 Version 1.4 Attachment B Page 3 of 6

DRIP ZONE 6
County
Brunswick Coun
Brunswick
o
34 03 54
o
78 1445,
10.19
Blanton
01284 - Application Surface
Irrigation
65.$
inches
(SOUTH)
DRIP ZONE 7
Brunswick County
Brunswick
0 „
34 03 54
o ,
78 l4 45
12.30
Foreston
01284 -Application Surface
Irrigation
non
41.7
inches
SOUTH
DRIP ZONE 8
Brunswick County
Brunswick
34003'54"
78014'45"
20.24
Blanton
01284 - Application Surface
Irrigation
inches
{SOUTH)
DRIP ZONE 9
Brunswick County
Brunswick
0
34 03 54
o
78 14 45
i b.04
Blanton
01284 - Application Surface
Irrigation
62.6
inches
(SOUTH)
IP 1
Brunswick County
Brunswick
34°01'33"
78013'12"
1.94
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
g
1.4
gpd/sf
2% sloe
IP 2
Brunswick County
Brunswick
34'01'33"
78°13'26"
1.09
Goldsboro fine
sandy loan-, 0 to
01284 - Application Surface
Irrigation
1.4
gpd/sf
2% slope
IP 3
Brunswick County
Brunswick
34°01'28"
78°13'26"
1.35
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
1.4
gpd/sf
2% slope
IP 4
Brunswick County
Brunswick
34°01'25"
78°13'26"
1.85
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
1.4
gpd/sf
2% slope
IP 5
Brunswick County
Brunswick
34°01'22"
78°13'59"
1.66
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
i A
gpd/sf
2% slope
Goldsboro fine
01284 - Application Surface
IP 6
Brunswick County
Brunswick
34°01'19"
78°13'26"
.98
sandy loam, 0 to
Irrigation
1.4
gpd/sf
2% slope._
IP 7
Brunswick County
Brunswick
34°01'15"
78°13'25"
1.54
Goldsboro fine
sandy loan-, 0 to
01284 - Application Surface
Irrigation
1.4
gpd/sf
2% slope
IP 8
Brunswick County
Brunswick
34°01'05"
. 78° 13'20"
1.84
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
1.4
gpd/sf
2% slope
IP 9
Brunswick County
Brunswick
34°01'01"
78°1329"
1.63
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
1.4
gpd/sf
2% sly e
Baymeade fine
01284 - Application Surface
IP Al
Brunswick County
Brunswick
34°01'28"
7811346"
13.20
sand, 1 to 6%
rr
Irrigation
0.2
91
inches
slopes
Baymeade fine
01284 - Application Surface
IP A2
Brunswick County
Brunswick
34°01'33"
78'13'49"
10.39
sand, I to 6%
Irrigation
0.2
91
inches
slopes
Baymeade fine
01284 - Application Surface
pp
IP A3
Brunswick County
Brunswick
34°01'33"
78°13'36"
9.51
sand, 1 to 6%
Irrigation
0.2
91
inches
slopes
IP B
Brunswick County
Brunswick
34001'11"
78014'11"
10.38
Baymeade fine
sand, 1 to 6%
01284 -Application Surface
Irrigation
0.2
91
inches
slopes
WQ00236. ersion 1.4 Attachment B ;ge 4 of 6

Baymeade fine
01284 - Application Surface
pP
IP C
Brunswick County
Brunswick
34°01'00"
78°13'58"
7.40
sand, I to 6%
Irrigation
0.2
91 inches
slopes
Goldsboro fine
01284 -Application Surface
MM 1
Brunswick County
Brunswick
33°57'42"
78a10'45"
7.39
sandy loam, 0 to
Irrigation
2
gpd/sf
2 /" slope
MM 2
Brunswick County
Brunswick
33°57'36"
7810116"
5.16
Goldsboro fine
sandy loam, 0 to
01284 - Application Surface
Irrigation
2
gpd/sf
2% slope
MM A
Brunswick County
Brunswick
33°57'43"
78a10'42"
10.42
Baymeade fine
sand, 1 to 6%
01284 - Application Surface
Irrigation
0.2
91
inches
slopes
Baymeade fine
01284 - Application Surface
MM B
Brunswick County
Brunswick
33°57'51"
78°10'40"
13.02
sand, 1 to 6%
Irrigation
0.2
91
inches
slopes
Baymeade fine
01284 - Application Surface
MM C
Brunswick County
Brunswick
33'5749"
78°10'32"
14.44
sand, 1 to 6%
Irrigation
0.2
91
inches
slopes
I (PGM 14)
St James Plantation
Brunswick
4.99
Leon
01284 -Application SurfaceIrrigation
0.2
36.4
inches
10 (PGM 12)
St James Plantation.
Brunswick
1.40
Kureb
01284 - Application Surface
Irrigation
0.2
156
inches
11 (PGM 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
Irri ation
0 2
156
inches
13 (PGM 6)
St James Plantation
Brunswick
3.95
Leon
01284 - Application Surface
Irrigation
02
36A
inches
14 (PGM 5)
St James Plantation
Brunswick
49
Kureb
61284 -Application SurfaceIrrigation
0.2156
inches
15 (PGM 3)
St James Plantation
Brunswick
1.64
Leon
01284 - Application Surface
Irrigation
0.2
36A
inches
16 (PGM 8)
St Jaynes Plantation
Brunswick
.20
Kureb
01284 - Application Surface
Irrigation
0.2
156
inches
17 (PGM IS)
St James Plantation
Brunswick
6.69
Kureb
01284 - Application SurfaceIrrigation
0.2
156
inches
18 (PGM 18)
St James Plantation
Brunswick
10.56
Leon
01284 - Application Surface
Irrigation
0.2
36.4
inches
2 (PGM 1 I)
St James Plantation
Brunswick
2.37
Kureb
01284 - Application SurfaceIrrigation0.2
156
inches
3 (PGM 2)
St James Plantation
Brunswick
19.16
Leon
01284 - Application Surface
Irrigation
0.2
36.4
inches
4 (PGM 9)
St James Plantation
Brunswick
9.63
Kureb
01284 - Application Surface
Irrigation
0.2
156
inches
5 (PGM 4)
5t James Plantation
Brunswick
4.55
Leon
01284 - Application SurfaceIrrigation
0.2
36.4
inches
WQ0023693 Version 1.4 Attachment B Page 5 of 6

6 (PGM 16)
St James Plantation
Brunswick
2.85
Kureb
01284 -Application SurfaceIrrigation0.2
156
inches
7 (PGM 17)
St James Plantation
Brunswick
1.74
Leon
01284 - Application Surface
0.2
36.4
inches
Irrigation
8 (PGM 7)
St James Plantation
Brunswick
.35
Kureb
01284 -Application Surface
0.2
156
inches
Irri anon
9 PGM 13)
St James Plantation
Brunswick
5.27
Leon
01284 - Application Surface
Irrigation
0.2
36.4
inches
WQ00236: ersion 1.4 Attachment B ge 6 of 6

ATTACi ZNT C — GROUNDWATER MONITORING AND LLVHTAI 4S
Permit Number: WQ0023693 Version:
Monitoring webs: MW-1 through MW-6
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
pH - 00400
8.50
su
3 X year.
Grab
1, 2, 3, 7
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
1, 3, 7
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
1, 3, 6, 7
Chloride (as Cl) - 00940
250.00
rng/1
3 X year
Grab
1, 3, 7
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
1, 3, 7
Nitrogen, Nitrate Total (as N) - 00620
10.00
mg/1
3 X year
Grab
1, 3, 7
Solids, Total Dissolved - 70295
3 X year
Grab
I, 3, 7
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
1, 3, 4, 5, 7
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 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 1 g/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 pg/L or less that trust 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 pg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office Aquifer Protection Supervisor, telephone
number [phone] must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/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 exeeedances 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 1.4 Attachment C Page 1 of 1

f ZONE
* ma.s'.::ZONE.
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Z 22 Z[xfE'' •ZCNE
.'. .26 '•, 25
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zs
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� "'.'.. .". •. .".' .'stir i f •-'. .�.
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S r zON�'as i•• _ „,:. r=e•-,•... SEE SrE�
_ _ �• • •. - RECvuED WATER LZ 1p Wzrrx7�rdN
-r7 TRANSW33=NUNE •SITER0-r AW%,r
— .• '. " -r ^ . • -' .: SEE 5rET F1 ANO M ;iYP)
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ION
. r'� nTI' ' T . F• • fy �w '•:�
r d' •�Y. u"'.'r <;'' _ :I•'- _ ''r y�r,+', ',. %"ram:
r "•' �'..-,. •; r'r,�'l.. : fir_. ��'. . � — ,�
Figure 1
aK �w
�M CM & CREED '
, I I

• !I
24
West Brunswick
. _ Water Reclamation
CP
Sir•. - � O
Facility Expansion
36 - - t . ;zl, �r Site Map
11ll- I .�+� ,r1'!!! .F, _ _ __. �si.r i - -• -117�. ��
Effluent �i! 6 `'- � t < = -: � .cb 22
`24 Filters �1 fir: r s :_ _'+
.i.
i, ♦♦♦ Chlorine Contact 'f N �Jt co rI/
Final Clarifiers and 22
J i....
Scum Pump Station LEGEND
RASMIAS ,`,!f ., Habitable Residence Ditch/ Swale
CID
Pump Station g` r f * err' i __.i' Lfa_t Not within 500 feet • • • • • 50' Setback
't }. •
2G _ r _ _2 : Wthin 500 Feet ° a • ° ° 100' Setback
�� <j. '� " %3991Malrf�rrr�rrr ry --f— Fence ��Streams
3Ql ,per �' + 1 Existing Road Contour
f ^� r 1 i Stormwatertr.
Pond WAS Storage Tank and _f ' cc New Structure 500' Buffer
Oxidation Ditches r° Odor Control Unit �'` _""
f ei. - sy=
O �" , r�< is Existing Structure - Upset Pond
Splitter Box �'1 r r7 y '� f n _.,R 210m
it rZd Ztom Staging Area ��� WBWRFParcel
s� a 4
E .� e �1 " °♦ = 8 ,�� : �y sl,. Overhead Power Lines F71 Wetlands
Blower *x� , , ) , ♦♦ - d Force Main Parcel Boundary
� Building � .1_ � - �* _ - =n -a"""
�. ♦ car Yry^ o. {, Raw Water
Truck Loading�♦
Equalization; Station d`
Basins 4 4.-� _ �,' Stormwater
Easement
+'42;. a _ RC•Ei�f �lif 11D �y
.. i1 �� Bio-Filter C� !� N i� +i� 0A` b k'141V;r
set tj1yfn177
,aV" M� _ NOV 0
UpM ::. ��[[
,14 ti Il Pon-40
LP
d
,R'alrx., ia• 4 R!r!'a % 28
Area �! tr _ _ ►}
"` t1
!!� Sludge Storage Tank �- yv.` cc ' �� 30 Cf r SEAL
rrr�r and ATAD Structures
�♦ � G' '`"+• �r; r. � �/' - �4 tUnill�lUiUt
tI1 �+ '°.:'�..•. 2� 1
,
Carolina Power and Light -�
Easement i. ,��->� , ,}' i A
41
Upset PondFNGIN�E
Pump Station ~•�-
32
Cb
�rrr�rrr�rrr4,r u' \ �y�y♦� �i
riv
17
1 N r�rrr�rrr�rr rrr7'�°�+' I N
1 inch equals 300 feet ,Mq<M4&CREED

Mercer Mild
Site Map
axC4,n
Q Well
Reclaimed Water Line - 500' Buffer
25' Setback
Drain Lines
uom
_ Infiltration Basin
100' Setback
Streams
�����Site Boundary
Compliance Line Contour
Wetlands
Review Line
® Group II Soils
Parcel Boundary
Soils
BaB - Baymeade fine sand Mk - M uckaiee loam
BDC - Baymeade and Mervyn soils Mu - Murville mucky fine sand
t.,:..,..:a BnB - Blanton fine sand To - Torhunta mucky fine sandy loam
KrB - Kureb fine sand J WaB - Wando fine sand
- Lo - Leon fine sand
RE,CENED!DER !NIO�
NOV 9 8 NO
SEAL
�Q'Q�pEEM0,yq`
s
F'GIN���
t Low
v�MCKIMCREED 1 inch equals 400 feet

IP Site Map
11111x04,11-
Q Well
Compliance Line
41.31 IP Site Boundary
Habitable Residence
Review Line
® Infiltration Basin
Not within 500 feet
Reclaimed Water Main EJ Wetlands
M Within 500 Feet
Drain Line
"m L
500ft Buffer
— 25' Setback
Streams
Parcel Boundary
— — 100' Sotback
Contour
Soils
- BaB - Baymeade fine sand
Mk - Muckalee loam
BDC - Baymeade and Marvyn soils `" NoB - Norfolk loamy fine sand
DO - Dorovan muck
® On - Onslow fine sandy loam
Fo - Foreston loamy fine sand
Pn - Pantego mucky loam
GoA- Goldsboro fine sandy loam
Ra • Rains fine sandy loam
Lo - Leon fine sand
To - Torhunta mucky fine sandy loam
Ly - Lynchburg fine sandy loam
RECEIVED I VENR I G''AIQ
NOV 0 8 2007,
SEAL
���urr i71 u w n r7rrrf
CARP%f%,;
013260
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