WQ0028552_Final Permit_20160407

r;a
Water Resources
ENVIRONMENTAL QUALITY
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
April 7, 2016
MICHAEL J. MYERS — MANAGING MEMBER
OLD NORTH STATE WATER COMPANY, LLC
1620 CHALK ROAD
WAKE FOREST, NORTH CAROLINA 27587
Dear Mr. Myers:
Subject: Permit No. WQ0028552
Briar Chapel Development
Reclaimed Water Generation,
Conjunctive Reclaimed Water
Utilization, Non -Conjunctive
Reclaimed Water Utilization,
and Wastewater Irrigation
System
Chatham County
In accordance with your permit change of ownership request received July 2, 2015, we are
forwarding herewith Permit No. WQ0028552 dated April 7, 2016, to Old North State Water Company,
LLC for the continued operation of the subject reclaimed water generation, conjunctive reclaimed water
utilization, non -conjunctive reclaimed water utilization, and wastewater irrigation facilities.
Please note the Permittee has been changed from Briar Chapel Utilities, LLC to Old North State
Water Company, LLC. In addition, it has come to the Division's attention that Field D-12 (soccer field)
consists of geothermal wells covering the entire soccer field. According to 15A NCAC 02U .0701(c), a
100-foot setback is required between the reclaimed water utilization areas and any well (with exception to
monitoring wells). Therefore, Field D-12 can no longer be included as part of this reclaimed water
utilization program and is being removed from this permit. Also, Field D-9 and portions of Fields D-8 and
D-13 are impacted by the geothermal wells, hence, these areas are removed from the permit. Furthermore,
the hydraulic capacity of Phase 1-D is being adjusted accordingly from 35,527 to 28,880 GPD.
This permit shall be effective from the date of issuance until March 31, 2021, shall void Permit No.
WQ0028552 issued September 12, 2014, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B for
they may differ from the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
For your convenience, customized electronic copies of your facility's NDMR and NDAR-1
reporting forms are available for download at: http://portal.ncdenr.ora/web/wq/aps/lau/reporting.
State ofNorth Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919 807 6464

Mr. Michael J. Myers
April 7, 2016
Page 2 of 2
Please note the following permit conditions are new since the last permit issuance dated
September 12, 2014:
➢ Permit Description is updated to reflect the removal of fields impacted by the geothermal wells.
➢ Condition III.9. — Regarding requirements for turbidimeter calibration.
➢ Condition 11I.14. — This condition prohibits public access to the reclaimed water generation
facilities and five day upset pond.
➢ Condition IV.9. — Maintenance log requirement is updated to include records of turbidimeter
calibration.
➢ Attachment A — Monitoring and reporting for total volume of reclaimed water distributed for
conjunctive utilization is now separated from PPI-001 into PPI-002 for simpler tracking. Also,
monitoring parameters are updated for consistency with current Division's policy (i.e. TKN,
TN, and TP are added to the monitoring regime).
If you need additional information concerning this permit, please contact Nathaniel Thornburg at
[phone] or [e-mail].
Sincerely,
S. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Chatham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Mark P. Ashness, PE — CE Group (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RECLAIMED WATER GENERATION, CONJUNCTIVE RECLAIMED WATER
UTILIZATION, NON -CONJUNCTIVE RECLAIMED WATER UTILIZATION, AND
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Old North State Water Company, LLC
Chatham County
FOR THE
operation of a wastewater treatment, non -conjunctive reclaimed water, conjunctive reclaimed water and
wastewater irrigation facility consisting of the:
continued operation of a 250,000 gallon per day (GPD) extended aeration wastewater treatment plant (i.e.,
Phase A) consisting of. dual static screens for grit removal (serving Phases A, B and C); a manually cleaned
bar screen; a 75,400 gallon aerated flow equalization basin with two 225 gallon per minute (GPM) variable
speed pumps each with an influent flow meter and one 7.5 horsepower (hp) aerator; two 31,500 gallon
anoxic chambers each with two 3 hp mixers; two 189,000 gallon aeration basins each with two 10 hp
aerators; two 31,500 gallon clarifiers each with one variable speed sludge return pump; a 75,400 gallon
sludge holding basin with one variable speed decanting pump and one 7.5 hp aerator; a 10,730 gallon
chlorine contact chamber with two variable speed chlorine injection pumps; a 16,800 gallon mudwell with
two 200 GPM return pumps; two 90 square foot (ftz) tertiary filters; a 13,800 gallon clearwell with four 675
GPM backwash pumps (pumps serve Phases A, B and C); dual banks of ultraviolet (UV) modules each
with 10 bulbs; a 6,850 gallon dechlorination chamber with two air diffusers; an effluent flow measuring
device (serving Phases A, B and C); an effluent turbidimeter (serving Phases A, B and C); a permanent
auxiliary generator (serving Phases A, B and C); and all associated piping, valves and appurtenances; the
continued operation of. a 3.5 million gallon (MG) clay lined five day upset pond; a five day upset return
pump station with two 400 GPM submersible pumps and audible/visual high-water alarms; and a 21.3 MG
clay lined central storage pond with dual 2,000 GPM flooded suction pumps; the
continued operation of portions of the Phase 1-A non -conjunctive reclaimed water utilization system
consisting of: portions of eight irrigation zones (E-lA, E-2A, E-313, E-3C, E-31), E-4A, E-413 and E-4C)
and irrigation zone E-3A comprising approximately 31.9 acres with a hydraulic capacity of approximately
79,240 GPD; and all associated piping, valves and appurtenances; the
continued operation of portions of the Phase 1-C non -conjunctive reclaimed water utilization system
consisting of. approximately 7.5 acres of the permitted 9.48 acre irrigation zone C-1 with a hydraulic
capacity of approximately 17,195 GPD; and all associated piping, valves and appurtenances; the
WQ0028552 Version 2.2 Shell Version 151201 Page 1 of 14

continued operation of portions of the Phase 1-E conjunctive reclaimed water utilization system consisting
of. three irrigation zones (E-1, E-2 and E-4) comprising 9.2 acres; and all associated piping, valves and
appurtenances; the
continued operation of portions of the Phase 1-F conjunctive reclaimed water utilization system consisting
of. portions of two irrigation zones (F-2 and F-3) and irrigation zone F-4 comprising approximately 3.84
acres; and all associated piping, valves and appurtenances; the
construction and operation of two additional 250,000 GPD extended aeration wastewater treatment plants
to be constructed (i.e., Phases B and C) with each phase consisting of. a manually cleaned bar screen; a
75,400 gallon aerated flow equalization basin with two 225 GPM variable speed pumps each with an
influent flow meter and one 7.5 hp aerator; two 31,500 gallon anoxic chambers each with two 3 hp mixers;
two 189,000 gallon aeration basins each with two 10 hp aerators; two 31,500 gallon clarifiers each with one
variable speed sludge return pump; a 75,400 gallon sludge holding basin with one variable speed decanting
pump and one 7.5 hp aerator; a 10,730 gallon chlorine contact chamber with two variable speed chlorine
injection pumps; a 16,800 gallon mudwell with two 200 GPM return pumps; two 90 ft2 tertiary filters; dual
banks of ultraviolet (UV) modules each with 10 bulbs; a 6,850 gallon dechlorination chamber with two air
diffusers; and all associated piping, valves and appurtenances; the
construction and operation of the remaining portions of the Phase 1-A non -conjunctive reclaimed water
utilization system consisting of: portions of eight irrigation zones (E-lA, E-2A, E-3B, E-3C, E-31), E-4A,
E-4B and E-4C), and 30 irrigation zones (C-IA through C-20A) comprising approximately 82.9 acres with
a hydraulic capacity of approximately 205,686 GPD; a 14.1 MG clay lined east storage pond with dual
1,200 GPM vertical turbine pumps; a single 600 GPM temporary booster pump station and all associated
piping, valves and appurtenances; the
construction and operation of the Phase 1-B wastewater irrigation system consisting o£ 16 irrigation zones
(B-lA through B-9C) comprising approximately 22.0 acres with a hydraulic capacity of approximately
55,508 GPD; and all associated piping, valves and appurtenances; the
construction and operation of the remaining portions of the Phase 1-C non -conjunctive reclaimed water
utilization system consisting of: approximately 1.98 acres of irrigation zone C-1 with a hydraulic capacity
of approximately 4,540 GPD; and all associated piping, valves and appurtenances; the
construction and operation of the Phase 1-D non -conjunctive reclaimed water utilization system consisting
of. 21 irrigation zones (D-2 through D-26) comprising approximately 14.0 acres with a hydraulic capacity
of approximately 28,880 GPD; and all associated piping, valves and appurtenances; the
construction and operation of portions of the Phase 1-E conjunctive reclaimed water utilization system
consisting of: two irrigation zones (E-3 and E-5) comprising 2.8 acres; and all associated piping, valves and
appurtenances;
construction and operation of the Phase 1-F conjunctive reclaimed water utilization system consisting of:
one irrigation zone (F-1) and portions of two irrigation zones (F-2 and F-3) comprising 11.26 acres; and all
associated piping, valves and appurtenances; and the
construction and operation of the Phase 1-G conjunctive reclaimed water utilization system consisting of-
9 irrigation zones (G-1 through G-9) comprising 26.4 acres; and all associated piping, valves and
appurtenances;
to serve Briar Chapel Development, with no discharge of wastes to surface waters, pursuant to the
application received July 2, 2015, and subsequent additional information received by the Division of Water
Resources, and in conformity with the project plans, specifications, and other supporting data subsequently
filed and approved by the Department of Environmental Quality and considered a part of this permit.
WQ0028552 Version 2.2 Shell Version 151201 Page 2 of 14

This permit shall be effective from the date of issuance until March 31, 2021, shall void Permit No.
WQ0028552 issued September 12, 2014, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
Prior to commencing initial irrigation activities, an updated soil scientist site evaluation shall be
submitted for all areas that have been significantly impacted during construction or altered by grading,
cutting or filling. For conjunctive utilization areas, this report shall address soil compaction and the
soil's ability to accept the designed hourly precipitation rate. For non -conjunctive utilization areas, this
report shall specifically address, but not be limited to, soil features such as soil compaction and
saturated hydraulic conductivity of the least permeable layer, as well as any other properties that might
impact the soil's ability to accept irrigation water. The report shall certify that the disturbed areas are
capable of accepting the designed annual hydraulic loading rate. The requested information must be
received and acknowledged in writing by the Raleigh Regional Office, 1628 Mail Service Center,
Raleigh, NC 27699-1628. [15A NCAC 02T .0108(b)(1)]
2. The old farm gullies present in Phase 1-A, Field C-15C shall be properly filled with suitable soil
material prior to its operation. [ 15A NCAC 02T .0108(b)(1)]
In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
any of the facilities permitted herein, a certification (attached) shall be submitted from a licensed North
Carolina Professional Engineer certifying that the permitted facility has been installed in accordance
with this permit, Division approved plans and specifications, and other supporting documentation,
including the location of all monitoring wells as applicable. If this project is to be completed in phases
and partially certified, the Permittee shall retain the responsibility 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 Resources, Water Quality Permitting
Section, 1617 Mail Service Center, Raleigh, NC 27699-1617. [15A NCAC 02T .0116]
4. The Raleigh Regional Office, telephone number [phone], shall be notified at least 48 hours in
advance (excluding weekends and holidays) of operation of the newly installed facilities such that an
in -place inspection can be made. Notification to the regional supervisor shall be made from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays. [ 15A NCAC 02T .0108(b)(2)]
5. 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.
[ 15A NCAC 02U .0106, 02U .0109]
WQ0028552 Version 2.2 Shell Version 151201 Page 3 of 14

IL 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 utilization areas to adequately assimilate the
reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement wastewater treatment, disposal, or
utilization facilities. [G.S. 143-215.1, 143-213.3(a)]
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. [ 15A NCAC 02B .0200, 02L .0100]
3. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U .0300]
4. Application rates shall not exceed those specified in Attachment B. [15A NCAC 02U .0401(g), 02U
.0402(m)]
5. The irrigation/utilization system (excluding conjunctive utilization sites) shall be connected to a rain or
moisture sensor, which shall indicate when utilization is not appropriate in accordance with Conditions
111.6 and 111.7 of this permit. [15A NCAC 02T .0108(b)(1)]
6. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed water.
b. All reclaimed water piping, valves, outlets and other appurtenances shall be color -coded, taped or
otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone 522)
and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO
NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on purple
(i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT DRINK."
Identification tape shall be installed on reclaimed water pipelines in a visible manner, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing reclaimed
water shall be taped or otherwise identified as noted above. This identification need not extend
the entire length of the distribution system, but shall be incorporated within 10 feet of crossing
any potable water supply line or sanitary sewer line.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non -
potable quality. As an alternative to the use of locked vaults with standard hose bib services, other
locking mechanisms such as hose bibs which can only be operated by a tool may be placed above
ground and labeled as non -potable water.
[15A NCAC 02U .0403]
WQ0028552 Version 2.2 Shell Version 151201 Page 4 of 14

7. No direct cross -connections shall be allowed between reclaimed water (at a minimum Phases 1-A, 1-
C, 1-D, 1-E, 1-F, and 1-G but may include Phase 1-B at the Permittee's discretion) and potable water
systems, unless such connection has been approved by the Department pursuant to 15A NCAC 18C
.0406. [15A NCAC 02U .0403(f)]
8. Reclaimed water distribution lines (at a minimum Phases 1-A, 1-C, 1-D, 1-E, 1-F, and 1-G but may
include Phase 1-13 at the Permittee's discretion) shall be located at least 10 feet horizontally from and
18 inches below any water line where practicable. Where these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC
18C. [15A NCAC 02U .0403(h)]
9. Reclaimed water distribution lines (at a minimum Phases 1-A, 1-C, 1-D, 1-E, 1-F, and 1-G but may
include Phase 1-B at the Permittee's discretion) 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. [15A
NCAC 02U .0403(i)]
10. Reclaimed water distribution lines (at a minimum Phases 1-A, 1-C, 1-D, 1-E, 1-F, and 1-G but may
include Phase 1-13 at the Permittee's discretion) shall be located at least two feet horizontally from and
18 inches above any sewer line where practicable. Where these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in accordance with 15A NCAC
18C. [15A NCAC 02U .04030)]
11. The compliance and review boundaries for Phase 1-A non -conjunctive utilization areas are established
at the property boundary. Any exceedance of standards at the compliance or review boundary shall
require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02H .0219(k)(1)(C)(i)(III)]
12. The compliance and review boundaries for Phase 1-B [wastewater irrigation complying with 15A
NCAC 02T .0506(c)], 1-C, 1-D, 1-E, 1-F, and 1-G are established at the irrigation/utilization area
boundaries. Any exceedance of standards at the compliance or review boundary shall require action in
accordance with 15A NCAC 02L .0106. [ 15A NCAC 02U .0501(a)(6)]
13. 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. [ 15A NCAC 02L .0107(c)]
14. No wells, excluding Division approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107(d)]
15. 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
Chatham County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
WQ0028552 Version 2.2 Shell Version 151201 Page 5 of 14

16. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for the Phase 1-A, 1-C, 1-D, 1-E, 1-F and 1-G conjunctive and non -conjunctive
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
[I 5A NCAC 02U.0701]
b. The setbacks for the Phase 1-B wastewater irrigation sites shall be as follows (all distances
in feet):
i. Any habitable residence or place of public assembly under separate ownership:
400
ii. Any habitable residence or place of public assembly owned by the Permittee:
200
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii. Any property line:
01
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
1 The Permittee is complying with 15A NCAC 02T .0506(c), therefore the setback
to property
lines is reduced from 150 feet to 0 feet.
[I 5A NCAC 02T .05061
c. The setbacks for treatment units shall be as follows (all distances in feet):
i. Any private or public water supply source:
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
[15A NCAC 02U.0701]
100
100
50
100
50
WQ0028552 Version 2.2 Shell Version 151201 Page 6 of 14

III. OPERATION AND MAINTENANCE REOUIREMENTS
1. The reclaimed water generation, utilization, and wastewater irrigation facilities shall be properly
maintained and operated at all times. The facilities shall be effectively maintained and operated as a
reclaimed water system to prevent the discharge of any reclaimed water or partially treated effluent
resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)]
2. The Permittee shall maintain an Operation and Maintenance Plan, which at a minimum shall include
the following:
a. Description of the system in sufficient detail to show what operations are necessary for the system
to function and by whom the functions will be conducted;
b. A map of all distribution lines and record drawings of all utilization systems under the Permittee's
control;
c. Description of anticipated maintenance activities;
d. Include provisions for safety measures including restriction of access to sites and equipment; and
e. Spill control provisions including response to upsets and bypasses including control, containment,
remediation, and contact information for plant personnel, emergency responders and regulatory
agencies.
[15A NCAC 02U .0801]
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. [15A NCAC 02U .0117]
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC) of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [ 15A NCAC 02U .0401(e), 02U .0402(i)]
5. A suitable year round vegetative cover shall be maintained on irrigation sites at all times, such that crop
health is optimized, allows for even distribution of reclaimed water, and allows inspection of the
irrigation system. [15A NCAC 02T .0108(b)(1)]
6. Adequate measures shall be taken to prevent reclaimed water ponding in or runoff from the irrigation
sites. [15A NCAC 02T .0108(b)(1)]
7. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)]
8. All wastewater and non -conjunctive reclaimed water 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. [15A NCAC 02T
.0108(b)(1)]
9. The turbidimeter shall be tested and calibrated at a minimum of once per year. 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. [15A NCAC 02T .0108(b)(1)]
10. Only reclaimed water generated at Briar Chapel Development shall be irrigated/utilized in accordance
with this permit. [G.S. 143-215.1]
WQ0028552 Version 2.2 Shell Version 151201 Page 7 of 14

11. 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. [ 15A NCAC 02U .0402(h)]
12. No automobiles or machinery shall be allowed on the wastewater irrigation site (Phase 1-B) except
during equipment installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)]
13. Public access to the wastewater irrigation sites (Phase 1-13), wastewater treatment facility, and five day
upset pond shall be prohibited. [I 5A NCAC 02T .0505(q)]
14. Public access to the reclaimed water generation facilities and five day upset pond shall be prohibited.
[15A NCAC 02U .0402(f)]
15. Public access to reclaimed water utilization sites (Phases 1-A, 1-C, 1-D, 1-E, 1-F, and 1-G) shall be
controlled during active site use. Such controls may include the posting of signs showing the activities
being conducted at each site. [ 15A NCAC 02U .0501 ]
16. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .0108(b)(1)]
17. Freeboard in the five-day upset pond, central storage pond, and east storage pond shall not be less than
two feet at anytime. [15A NCAC 02T .0108(b)(1)]
18. A gauge to monitor waste levels in the five-day upset pond, central storage pond, and east storage pond
shall be provided. This gauge shall have readily visible permanent markings at inch or tenth of a foot
increments. [15A NCAC 02T .0108(b)(1)]
19. 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. [15A NCAC 02T
.0108(b)(1)]
20. 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
NTU) 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 utilization. [15A NCAC 02U
.0402(e)]
21. The Permittee shall develop and implement an education program to inform users (including
employees) about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be maintained
consistent with the reclaimed water uses. All educational materials shall be made available to the
Division upon request. [ 15A NCAC 02U .0501(a)(4)]
22. The Permittee shall provide notification to the public and/or employees about the use of reclaimed
water, and that reclaimed water is not intended for drinking. Such notification shall be provided to
employees in a language they can understand. [15A NCAC 02U .0501]
23. 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 02U .0802. [15A NCAC 02T .1100, 02U .0802]
WQ0028552 Version 2.2 Shell Version 151201 Page 8 of 14

24. The subject permitted wastewater treatment facility shall only treat domestic wastewater. The
wastewater treatment plant shall not accept any wastewater from commercial facilities deemed
industrial (i.e. from processes of trade or business, Laundromats, or vehicle/equipment washes) under
15A NCAC 02T .0103(20). [15A NCAC 02T .0108(b)(1)]
IV. MONITORING AND REPORTING REQUIRMENTS
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. [ 15A NCAC 02T .0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [ 15A NCAC 02H .0800]
3. Flow through the reclaimed water generating facility shall be continuously monitored, and daily flow
values shall be reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the accuracy
and reliability of flow measurement consistent with accepted engineering and scientific practices.
Selected flow measurement devices shall be capable of measuring flows with a maximum deviation of
less than ten percent from true flow; accurately calibrated at a minimum of once per year; and
maintained to ensure the accuracy of measurements is consistent with the selected device's accepted
capability. The Permittee shall maintain records of flow measurement device calibration on file for a
period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
[15A NCAC 02T .0105(k)]
4. The Permittee shall monitor the reclaimed water from the generating facility at the frequencies and
locations for the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of conjunctive reclaimed water
utilized. Records shall be maintained for a minimum of five years. At minimum, these records shall
include the following information for each utilization site listed in Attachment B:
a. Date of reclaimed water distributed; and
b. Volume of reclaimed water distributed (monthly total).
Monthly tracking records for all conjunctive sites shall be summed and reported on Form NDMR (see
Attachment A, PPI-002) under parameter WQ01 (Flow, Reclaimed Water Distributed). This value
shall represent the total volume of reclaimed water distributed for conjunctive utilization that month.
[ 15A NCAC 02T .0108(c)]
WQ0028552 Version 2.2 Shell Version 151201 Page 9 of 14

6. The Permittee shall maintain adequate records tracking the amount of effluent irrigated and non -
conjunctive reclaimed water utilized. Records shall be maintained for a minimum of five years. At a
minimum, these records shall include the following information for each utilization site listed in
Attachment B:
a. Date of wastewater irrigation/reclaimed water utilization;
b. Volume of effluent irrigated/reclaimed water utilized;
c. Site irrigated/utilized;
d. Length of time site is irrigated/utilized;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[ 15A NCAC 02T .0108(c)]
7. Freeboard (i.e., waste level to the lowest embankment elevation) in the five-day upset pond, central
storage pond, and east storage pond shall be measured to the nearest inch or tenth of a foot, and recorded
weekly. Weekly freeboard records shall be maintained at the facility for a period of no less than five
years, and shall be made available to the Division upon request. [ 15A NCAC 02T .0108(c)]
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.
[ 15A NCAC 02T .0108(c)]
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. Visual observations of treatment plant and plant site;
b. Date of calibration of flow measurement device(s);
c. Date of calibration of turbidimeter;
d. Date and results of power interruption testing on alternate power supply;
e. Record of preventative maintenance (e.g., changing/adjusting of equipment, pump and valve
maintenance, cross connection control, testing, inspections and cleanings, etc.; and
£ Record of all unpermitted releases of reclaimed water to surface water or land surface including
date of occurrence, estimated volume of release, cause, and corrective action taken.
[15A NCAC 02T .0108(b)(1)]
WQ0028552 Version 2.2 Shell Version 151201 Page 10 of 14

10. Three copies of all monitoring data (as specified in Conditions IV.3., IVA. and IV.5.) on Form NDMR,
and three copies of all operation and disposal/utilization records (as specified in Conditions IV.6. and
IV.7.) on Form NDAR-1 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
Resources, Information Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina, 27699-
1617. [15A NCAC 02T .0105(1)]
11. Pursuant to § 143-215.1C., the Permittee shall provide to its users and the Division of Water Resources
an annual report summarizing the performance of the wastewater treatment and utilization facility and
the extent to which the facility has violated this permit, or federal or State laws, regulations, or rules
related to the protection of water quality. This report shall be prepared on either a calendar or fiscal
year basis and shall be provided no later than 60 days after the end of the calendar or fiscal year. Two
copies of the annual report provided to the Permittee's users shall be submitted to: Division of Water
Resources, Water Quality Permitting Section, 1617 Mail Service Center, Raleigh, North Carolina
27699-1617. [ 15A NCAC 02U .1401(f)]
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each wastewater irrigation field in Phase 1-B (See Attachment B). These results 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, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
13. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919) 791-
4200, 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. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any unpermitted
release of reclaimed water to land surface greater than or equal to 5,000 gallons. Unpermitted
releases less than 5,000 gallons to land surface shall be documented by the Permittee in accordance
with Condition IV.91 but do not require Regional Office notification.
d. Any time self -monitoring indicates the facilities permitted herein have gone out of compliance with
the limitations contained in this permit.
e. Ponding in or runoff from the wastewater irrigation/reclaimed water utilization sites.
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
betaken to ensure the problem does not recur. [15A NCAC 02T .0108(b)(1)]
WQ0028552 Version 2.2 Shell Version 151201 Page 11 of 14

V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment, irrigation, and utilization facilities. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the wastewater treatment, irrigation, and utilization
facilities to prevent malfunction, facility deterioration and operator errors resulting in discharges, which
may cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of inspection,
observations made, and any maintenance, repairs, or corrective actions taken. The Permittee shall
maintain this inspection log for a period of five years from the date of the inspection, and this log shall
be made available to the Division upon request. [ 15A NCAC 02T .0108(b)]
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, irrigation, and 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. [G.S. 143-215.1]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 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. [ 15A NCAC 02T .0110]
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).
[G.S. 142-215.1 ]
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; National Pollutant Discharge Elimination System (NPDES)
requirements under 15A NCAC 02H .0100, and documentation of compliance with Article 21 Part 6
of Chapter 143 of the General Statutes. [15A NCAC 02T .0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a written
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
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. [15A NCAC 02T
.01050)]
WQ0028552 Version 2.2 Shell Version 151201 Page 12 of 14

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. [ 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). [15A
NCAC 02T .0120]
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. [I 5A NCAC 02T
.0105(e)(3)]
Permit issued this the 7' day of April 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Jay Zimmerman, P.G., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0028552
WQ0028552 Version 2.2 Shell Version 151201 Page 13 of 14

Permit No. WQ0028552 Reclaimed Water Generation, Utilization, and Wastewater Irrigation System
Old North State Water Company, LLC April 7, 2016
Briar Chapel Development Chatham County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
hi accordance with 15A NCAC 02T .0116, I,_ , as
a duly registered Professional Engineer in the State of North Carolina, having the Permittee's authorization
to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility, hereby state to the
best of my abilities that due care and diligence was used in the observation of the construction, such that
the facility was built within substantial compliance and intent of this permit, the Division approved plans
and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
NC PE Seal, Signature & Date
Professional Engineer's Name
Engineering Firm
Mailing Address
City
State
zip
Telephone
E-mail
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
By Courier/Special DelivM:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0028552 Version 2.2 Shell Version 151201 Page 14 of 14

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 - Reclaimed Water Generation System Effluent
Permit Number: WQ0028552 Version: 2.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
10
15
2 x Month
Composite
00940
Chloride (as Cl)
mg/L
3 x Year'
Composite
50060
Chlorine, Total Residual
mg/L
5 x Week
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
14
25
2 x Month
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
329,5482
Continuous
Recording
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
6
2 x Month
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
2 x Month
Composite
00625
Nitrogen, Kjeldahl Total (as N)
mg/L
2 x Month
Composite
00600
Nitrogen, Total (as N)
mg/L
2 x Month
Composite
00400
pH
su
6
9
5 x Week
Grab
00665
Phosphorus, Total (as P)
mg/L
2 x Month
Composite
70300
Solids, Total Dissolved —180 °C
mg/L
3 x Year'
Composite
00530
Solids, Total Suspended
mg/L
5
-J
10
2 x Month
Composite
00076
Turbidity, HCH Turbidimeter
NTU
i
10
Continuous
Recording
1. 3 x Year monitoring shall be conducted in March, July and November.
2. The monthly average daily flow is limited to 329,548 GPD due to available wet weather storage capacity.
PPI 002 — Reclaimed Water Distributed for Conjunctive Utilization (Phases 1-E, 1-F, and 1-G)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly
Total
Monthly
Geometric Mean Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
WQ01
Flow, Reclaimed Water Distributed
Gallons
Monthly
Recording
WQ0028552 Version 2.2 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED RECLAIMED WATER USES
Old North State Water Company, LLC - Briar Chapel Development
Permit Number: WQ0028552 Version: 2.2
IRRIGATION / UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Phase
Field
Owner
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1-A
C-lA
Briar Chapel Utilities, LLC
Chatham
35.8097'
-79.11310
8.00
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-2A
Briar Chapel Utilities, LLC
Chatham
35.8125'
-79.11060
1.40
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-2C
Briar Chapel Utilities, LLC
Chatham
35.8106'
-79.10970
5.90
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-21)
Briar Chapel Utilities, LLC
Chatham
35.8114'
-79.11000
1.80
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-3A
Briar Chapel Utilities, LLC
Chatham
35.8144'
-79.11530
0.90
Wedowee
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-313
Briar Chapel Utilities, LLC
Chatham
35.8139'
-79.1139'
0.80
Wedowee
01284 -Non-Discharge Application Rate
0.10
19.95
inches
1-A
C-3C
Briar Chapel Utilities, LLC
Chatham
35.8131°
-79.1136'
0.40
Wedowee
01284 -Non-Discharge Application Rate
0.10
19.95
inches
1-A
C-31)
Briar Chapel Utilities, LLC
Chatham
35.8119'
-79.11280
0.10
Wedowee
01284 -Non-Discharge Application Rate
0.10
19.95
inches
1-A
C-3E
Briar Chapel Utilities, LLC
Chatham
35.8139'
-79.11470
9.80
Wedowee
01284 -Non-Discharge Application Rate
0.10
37.31
inches
1-A
C-317
Briar Chapel Utilities, LLC
Chatham
35.8117°
-79.1122°
3.40
Wedowee
01284 -Non-Discharge Application Rate
0.10
37.31
inches
1-A
C-6A
Briar Chapel Utilities, LLC
Chatham
35.8194°
-79.1003'
0.30
Rion
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-6C
Briar Chapel Utilities, LLC
Chatham
35.8203'
-79.11610
0.20
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-9A
Briar Chapel Utilities, LLC
Chatham
35.8225'
-79.11970
4.202
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-913
Briar Chapel Utilities, LLC
Chatham
35.8208'
-79.11920
3.002
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-12A
Briar Chapel Utilities, LLC
Chatham
35.8247'
-79.12310
2.00
Rion
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-12B
Briar Chapel Utilities, LLC
Chatham
35.8244'
-79.12000
2.60
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-12C
Briar Chapel Utilities, LLC
Chatham
35.82360
-79.12190
3.40
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-12D
Briar Chapel Utilities, LLC
Chatham
35.82170
-79.12080
0.40
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-13A
Briar Chapel Utilities, LLC
Chatham
35.8239'
-79.11670
0.40
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-13B
Briar Chapel Utilities, LLC
Chatham
35.8247'
-79.11640
1.00
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-13C
Briar Chapel Utilities, LLC
Chatham
35.8258'
-79.11750
1.10
Rion
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-13D
Briar Chapel Utilities, LLC
Chatham
35.8267'
-79.11640
1.00
Rion
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-A
C-13E
Briar Chapel Utilities, LLC
Chatham
35.82530
-79.11640
2.70
Pacolet
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-13F
Briar Chapel Utilities, LLC
Chatham
35.8244'
-79.11750
6.40
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-A
C-15B
Briar Chapel Utilities, LLC
Chatham
35.82720
-79.11110
0.90
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
WQ0028552 Version 2.2 Attachment B Page 1 of 5

IRRIGATION / UTILIZATION AREA INFORMATION
Phase I Field I Owner I County I Latitude
1-A
C-15C
I Briar Chapel Utilities, LLC
Chatham
35.8236'
1-A
C-15E
Briar Chapel Utilities, LLC
Chatham
35.8278'
1-A
C-16A
Briar Chapel Utilities, LLC
Chatham
35.8236'
1-A
C-20A
Briar Chapel Utilities, LLC
Chatham
35.8300'
1-A
E-lA
Briar Chapel Utilities, LLC
Chatham
35.8225'
1-A
E-2A
Briar Chapel Utilities, LLC
Chatham
35.8211'
1-A
E-3A
Briar Chapel Utilities, LLC
Chatham
35.8203'
1-A
E-3B
Briar Chapel Utilities, LLC
Chatham
35.8197'
1-A
E-3C
Briar Chapel Utilities, LLC
Chatham
35.8194'
1-A
E-31)
Briar Chapel Utilities, LLC
Chatham
35.8200'
1-A
E-4A
Briar Chapel Utilities, LLC
Chatham
35.8211'
1-A
E-4B
Briar Chapel Utilities, LLC
Chatham
35.8217'
1-A
E-4C
Briar Chapel Utilities, LLC
Chatham
35.8211'
Total for 1-A (Non-Coniunctive Reclaimed Water Utilizatio
Longitude
Net Acreage
Dominant
Soil Series
-79.1106'
1.30
Wedowee
-79.1125'
1.40
Wedowee
-79.1072'
3.20
Wedowee
-79.1167'
0.40
Helena
-79.10030
10.40 / 8.50'
Wedowee
-79.11360
9.00 / 4.90 1
Wedowee
-79.09170
0.802
Helena
-79.08940
2.20 / 1.80 1
Helena
-79.09080
3.50 / 2.50 1
Wedowee
-79.09420
0.90 / 0.30 1
Rion
-79.0931 °
3.10 / 2.00 1
Helena
-79.0883'
2.90 / 2.60 1
Helena
-79.0906°
9.30 / 8.50 1
Rion
n)
110.5 / 39.1 1
APPLICATION LIMITATIONS
Hourly Yearly
Parameter Units
Rate Max
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
01284
- Non -Discharge Application Rate
0.10
37.31
0.10
37.31
0.10
37.31
0.10
37.31
0.10
37.31
0.10
37.31
0.10
19.95
0.10
19.95
0.10
37.31
0.10
37.31
0.10
19.95
0.10
19.95
0.10
37.31
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
inches
1-B
I B-IA
Briar Chapel Utilities, LLC
Chatham
35.8244'
-79.09390
9.90
Wedowee
101284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-113
Briar Chapel Utilities, LLC
Chatham
35.8236'
-79.10140
1.70
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-B
B-2A
Briar Chapel Utilities, LLC
Chatham
35.8228'
-79.10420
0.30
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-B
B-313
Briar Chapel Utilities, LLC
Chatham
35.82670
-79.1031 °
0.20
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-3C
Briar Chapel Utilities, LLC
Chatham
35.82810
-79.10310
0.20
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-4A
Briar Chapel Utilities, LLC
Chatham
35.82830
-79.10470
0.60
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-5A
Briar Chapel Utilities, LLC
Chatham
35.8186'
-79.10940
0.40
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-6A
Briar Chapel Utilities, LLC
Chatham
35.8186'
-79.10860
1.10
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-7A
Briar Chapel Utilities, LLC
Chatham
35.83310
-79.10780
2.30
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-7B
Briar Chapel Utilities, LLC
Chatham
35.83780
-79.10890
0.60
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
WQ0028552 Version 2.2 Attachment B Page 2 of 5

IRRIGATION / UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Phase
Field
Owner
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1-B
B-8A
Briar Chapel Utilities, LLC
Chatham
35.8372'
-79.1072'
0.10
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-8B
Briar Chapel Utilities, LLC
Chatham
35.8422'
-79.1075'
1.90
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-B
B-81)
Briar Chapel Utilities, LLC
Chatham
35.8403'
-79.1069'
0.70
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-B
B-8E
Briar Chapel Utilities, LLC
Chatham
35.8436'
-79.1061'
0.50
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-B
B-9A
Briar Chapel Utilities, LLC
Chatham
35.8450'
-79.10720
1.10
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-B
B-9C
Briar Chapel Utilities, LLC
Chatham
35.84470
-79.10560
0.40
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
Total for 1-B (Wastewater Irrigation)
22.0
1-C
C-1
Briar Chapel Utilities, LLC
Chatham
35.8206°
-79.0961°
9.48 / 7.5 1
Wedowee
01284 - Non -Discharge Application Rate
0.10
30.84
inches
Total for 1-C (Non -Conjunctive Reclaimed Water Utilization)
9.48 / 7.5 1
1-D
D-2
Briar Chapel Utilities, LLC
Chatham
35.8236°
-79.1106'
0.37
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-3
Briar Chapel Utilities, LLC
Chatham
35.8239°
-79.1119°
0.47
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-D
D-4
Briar Chapel Utilities, LLC
Chatham
35.8281 °
-79.1133'
0.26
Fill 4
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-5
Briar Chapel Utilities, LLC
Chatham
35.8300'
-79.10970
1.02 / 0.8 1
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-6
Briar Chapel Utilities, LLC
Chatham
35.83080
-79.11170
0.63 / 0.4 1
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-7
Briar Chapel Utilities, LLC
Chatham
35.8200'
-79.11780
1.83
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-D
D-8
Briar Chapel Utilities, LLC
Chatham
35.8200'
-79.11440
2.62 / 2.5 1
Fill 4
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-D
D-10
Briar Chapel Utilities, LLC
Chatham
35.81810
-79.11330
0.06
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-11
Briar Chapel Utilities, LLC
Chatham
35.81810
-79.11330
0.04
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-13
Briar Chapel Utilities, LLC
Chatham
35.81830
-79.11280
0.402
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-15
Briar Chapel Utilities, LLC
Chatham
35.8172'
-79.11280
0.25 2
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-16
Briar Chapel Utilities, LLC
Chatham
35.8164'
-79.11310
0.31 2
Fill 4
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-17
Briar Chapel Utilities, LLC
Chatham
35.81690
-79.11310
0.03 2
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-18
Briar Chapel Utilities, LLC
Chatham
35.81440
-79.11110
1.56 / 1.3 1
Fill 4
01284 - Non -Discharge Application Rate
0.10
19.95
inches
1-D
D-19
Briar Chapel Utilities, LLC
Chatham
35.81420
-79.10970
1.402
Fill 4
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-20
Briar Chapel Utilities, LLC
Chatham
35.8136'
-79.10940
0.202
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
WQ0028552 Version 2.2 Attachment B Page 3 of 5

IRRIGATION / UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Phase
Field
Owner
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1-D
D-21
Briar Chapel Utilities, LLC
Chatham
35.8144'
-79.1089'
0.54 / 0.50 1
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-22
Briar Chapel Utilities, LLC
Chatham
35.8156'
-79.1092'
0.08
Wedowee
01284-Non-Discharge Application Rate
0.10
37.31
inches
1-D
D-23
Briar Chapel Utilities, LLC
Chatham
35.8325'
-79.1092'
0.20
Wedowee
01284 - Non -Discharge Application Rate
0.10
37.31
inches
1-D
D-26
Briar Chapel Utilities, LLC
Chatham
35.8197'
-79.1158'
2.16
Helena
01284 - Non -Discharge Application Rate
0.10
19.95
inches
Total for 1-D (Non -Conjunctive Reclaimed Water Utilization)
14.43 / 8.09 1
1-E
E-13
Briar Chapel Utilities, LLC
Chatham
35.8297'
-79.10780
1.02
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
1-E
E-21
Briar Chapel Utilities, LLC
Chatham
35.82890
-79.10220
4.92
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
1-E
E-31
Briar Chapel Utilities, LLC
Chatham
35.82640
-79.10250
1.0
Fill 4
01284 - Non -Discharge Application Rate
0.15
N/A
inches
1-E
E-41
Briar Chapel Utilities, LLC
Chatham
35.82610
-79.10500
3.3 2
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
1-E
E-53
Briar Chapel Utilities, LLC
Chatham
35.8183'
-79.11390
1.8
Fill 4
01284 - Non -Discharge Application Rate
0.15
N/A
inches
Total for 1-E (Conjunctive Reclaimed Water Utilization')
12.0 / 9.2 1
1-F
F-l'
Briar Chapel Utilities, LLC
Chatham
35.8242'
-79.1136'
4.1 / 1.29 1
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
1-F
F-23
Briar Chapel Utilities, LLC
Chatham
35.82500
-79.11220
4.1 / 3.99 1
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
1-F
F-33
Briar Chapel Utilities, LLC
Chatham
35.82580
-79.11190
4.47 2
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
1-F
F-43
Briar Chapel Utilities, LLC
Chatham
35.8264'
-79.11390
2.592
Fill 4
01284 - Non -Discharge Application Rate
0.25
N/A
inches
Total for 1-F (Conjunctive Reclaimed Water Utilization')
15.26 / 12.341
1-G
G-13
Briar Chapel Utilities, LLC
Chatham
35.8222'
-79.11720
3.5
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-23
Briar Chapel Utilities, LLC
Chatham
35.8233'
-79.11670
2.2
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-31
Briar Chapel Utilities, LLC
Chatham
35.8228'
-79.11500
4.2
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-43
Briar Chapel Utilities, LLC
Chatham
35.3214'
-79.11640
4.0
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-53
Briar Chapel Utilities, LLC
Chatham
35.82750
-79.11500
1.2
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-63
Briar Chapel Utilities, LLC
Chatham
35.81970
-79.11110
3.1 / 2.591
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-73
Briar Chapel Utilities, LLC
Chatham
35.8181'
-79.11220
2.5
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
1-G
G-83
Briar Chapel Utilities, LLC
Chatham
35.8183'
-79.10750
3.1 / 1.5 1
Fill 4
01284 - Non -Discharge Application Rate
0.30
N/A
inches
WQ0028552 Version 2.2 Attachment B Page 4 of 5

IRRIGATION / UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Phase
Field
Owner
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1-G
G-93
Briar Chapel Utilities, LLC
Chatham
35.8203°
-79.1075'
2.6
Fill a
01284 — Non -Discharge Application Rate
0.30
N/A
inches
Total for 1-G (Conjunctive Reclaimed Water Utilization3)
26.4 / 4.09 1
Total
210.07 / 80.321
1 The second value represents portions of that field which are certified and operational.
2 This notation represents fields that are entirely certified and operational.
3 Records for conjunctive utilization sites are not required to be reported on Form NDAR-1. Instead, the total monthly flow distributed should be reported on Form NDMR under PPI-002 for parameter
WQO1.
'Fields permitted with "Fill" as the dominant underlying soil shall be rototilled and amended with topsoil to a suitable depth to support growth of the intended vegetative cover and in no case less than
six inches in depth.
WQ0028552 Version 2.2 Attachment B Page 5 of 5