WQ0028552_Final Permit_20210524

ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
May 24, 2021
JOHN MCDONALD — MANAGING MEMBER
OLD NORTH STATE WATER COMPANY, LLC
3212 6TH AVENUE SOUTH — SUITE 200
BIRMINGHAM, ALABAMA 35222
Dear Mr. McDonald:
Subject: Permit No. WQ0028552
Briar Chapel WWTP
Reclaimed Water Generation,
Dedicated Utilization, and
Wastewater Irrigation System
Chatham County
In accordance with your permit minor modification request received April 1, 2021, and subsequent
additional information received April 30, 2021, we are forwarding herewith Permit No. WQ0028552 dated
May 24, 2021, to Old North State Water Company, LLC for the continued operation of the existing
facilities, as well as the construction and operation of the proposed reclaimed water generation, dedicated
utilization, and wastewater irrigation facilities.
The following modifications to the subject permit are as follows: Modifications were made to
Phases A and B in the effort of resolving the odor issues within the Briar Chapel communities. Please see
the facility description on the Pages 1 and 2 of this permit for the detailed modifications.
This permit shall be effective from the date of issuance through June 30, 2027, shall void Permit
No. WQ0028552 issued March 19, 2021, and shall be subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than January 1, 2027.
Please pay attention to the monitoring requirements listed 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.
2021:
The following permit condition is modified since the last permit issuance dated March 19,
➢ Condition II.19. — Setbacks for Phases A and B treatment facilities were updated.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CAaouM1Fn
�^�^^�*^^^^^ o^•\ r 919.707.9000

Mr. John McDonald
May 24, 2021
Page 2 of 2
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Vivien Zhong at [phone] or
yvien. zhong&ncdenr. gov.
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
cc: Chatham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Patrick Mitchell, Winston-Salem Regional Office (Electronic Copy)
John F. Phillips, PE — Diehl & Phillips, P.A. (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION, DEDICATED 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 250,000 gallon per day (GPD) reclaimed water generation, dedicated utilization, and
wastewater irrigation facility consisting of the:
continued operation and subsequent abandonment of the following Phase A components: the existing 7.5
horsepower (hp) aerator and two 225 gallons per minute (GPM) variable speed pumps in the Phase A flow
equalization basin; the existing two 3 hp floating mixers in each of the two Phase A anoxic zones; the
existing two 10 hp aerators in each of the two Phase A aeration basins; the existing 7.5 hp aerator in the
Phase A sludge holding tank; the existing dual banks of UV modules each with 10 bulbs; the existing two
180 cubic foot per minute (CFM) plant blowers; the existing one 180 CFM filter air scour blower; and all
associated piping, valves, controls, and appurtenances; the
construction and operation of modifications to Phase A consisting of: a coarse bubble diffused aeration
system and two 400 GPM variable speed pumps with one shared magnetic influent flow meter in the Phase
A flow equalization basin; a 2.5 hp submersible mixer in each of the two Phase A anoxic zones; a fine
bubble diffused aeration system in each of the two Phase A aeration basins; a coarse bubble diffused
aeration system, a telescoping valve, and an air lift pump decanting system in the Phase A sludge holding
tank; and all associated piping, valves, controls, and appurtenances; the
WQ0028552 Version 3.3 Shell Version 200201 Page 1 of 15

construction and operation of a 250,000 GPD extended aeration plant (Phases B) reclaimed water
generation facilities consisting of. a mechanical fine screen with auger conveyer/compactor, screenings
wash nozzles, a water pressure booster pump, and 25 GPM sump pump in fiberglass basin (serving Phases
A, B, and C); a manually cleaned bar screen; a two -stage odor control system with 25 GPM sump pump in
fiberglass basin (serving Phases A and B); a 75,400 gallon aerated flow equalization basin with two 400
GPM variable speed pumps, one shared magnetic influent flow meter, and a coarse bubble diffused aeration
system; two 31,500 gallon anoxic chambers each with one 2.5 hp submersible mixer; a reactor zone; two
189,000 gallon aeration basins each with a fine bubble diffused aeration system; a selector zone; two 31,500
gallon clarifiers each with a 140 GPM variable speed sludge return pump; a 45 GPM scum grinder pump;
a 75,400 gallon sludge holding basin with a telescoping valve and air lift pump decanting system and a
coarse bubble diffused aeration system; a 10,700 gallon chlorine contact chamber with two variable speed
chlorine injection pumps; a 16,800 gallon mudwell with two 140 GPM return pumps; two 90 square foot
(ft) tertiary filters; a 15,945 gallon clearwell; three 700 CFM blowers serving the four 189,000 gallon
aeration basins in Phases A and B (one blower for each phase and one redundant blower); two 300 CFM
blowers serving the two 75,400 gallon sludge holding basins in Phases A and B; a 300 CFM blower serving
the two 75,400 gallon flow equalization basins in Phases A and B; a 300 CFM blower serving the air
diffusers in the reactor and selector zones in Phases A, B, and C, the scum air lift pumps in the Phase A
clarifiers, and the filter air scour requirements for Phases A, B, and C; a redundant 300 CFM blower; and
all associated piping, valves, controls, and appurtenances; the
construction and operation of a 250,000 GPD extended aeration plant (Phase C) reclaimed water generation
facilities consisting of: 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 a 7.5
horsepower (hp) aerator; two 10 hp aerators; two 31,500 gallon clarifiers each with a variable speed sludge
return pump; a 75,400 gallon sludge holding basin with a variable speed decanting pump and a 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 (ft) 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, controls, and appurtenances; the
construction only of a 22,764 GPD dedicated reclaimed water irrigation facility consisting of. a 10.0 acre
reclaimed water irrigation area; and all associated piping, valves, controls, and appurtenances; the
construction only of a 44,950 GPD wastewater irrigation facility consisting of. an 18.1 acre wastewater
irrigation area; and all associated piping, valves, controls, and appurtenances; the
continued operation of a 250,000 GPD reclaimed water generation facility (Phase A) consisting of: back-
up dual static screens; a 75,400 gallon aerated flow equalization basin; two 31,500 gallon anoxic chambers;
a reactor zone; two 189,000 gallon aeration basins; a selector zone; two 31,500 gallon clarifiers each with
a 200 GPM variable speed sludge return pump; a 75,400 gallon sludge holding basin; a 10,700 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; a 15,815 gallon clearwell; four 675 GPM backwash
pumps (serving Phases A, B, and Q a 6,850 gallon post aeration basin with two air diffusers; an effluent
flow meter; a turbidimeter; a 400 kilowatt permanent auxiliary generator with automatic transfer switch;
and all associated piping, valves, controls, and appurtenances; the
continued operation of reclaimed water storage facilities consisting of: a 3.5 MG clay -lined five-day upset
pond; five-day upset return pump station with two 400 GPM submersible pumps and audible/visual high-
water alarms; a 21.3 MG clay -lined central storage pond with dual 2,000 GPM flooded suction pumps; a
31.3 MG clay -lined western storage pond with a pump station consisting of two 75 hp pumps;
approximately 3,775 linear feet (LF) of 10-inch C900 polyvinyl chloride (PVC) reclaimed water
transmission line between the western storage pond and the central storage pond; approximately 1,000 LF
of 8-inch C900 PVC reclaimed water transmission line; approximately 225 LF of 6-inch C900 PVC
reclaimed water transmission line; and all associated piping, valves, controls, and appurtenances; the
continued operation of a sodium hypochlorite feed; and all associated piping, valves, controls, and
appurtenances; and the
WQ0028552 Version 3.3 Shell Version 200201 Page 2 of 15

continued operation of a 318,539 GPD dedicated reclaimed water irrigation facility consisting of. a 130.4
acre reclaimed water irrigation area; and all associated piping, valves, controls, and appurtenances
to serve the Briar Chapel WWTP, with no discharge of wastes to surface waters, pursuant to the application
received April 1, 2021, subsequent additional information received April 30, 2021, and in conformity with
the Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from the date of issuance through June 30, 2027, shall void Permit No.
WQ0028552 issued March 19, 2021, and shall be subject to the following conditions and limitations:
I. SCHEDULES
1. Within 75 days of the permit issuance, the Permittee shall cover all the stormwater drainage inlets and
notify the Raleigh Regional Office, telephone number [phone], once it is complete so that the
Division can conduct a follow up inspection. [15A NCAC 02T .0108(b)(1)(B)]
2. Within 45 days of the permit issuance, the Permittee shall file with the Chatham County Register of
Deeds the property ownership documentation for the 31.3 MG western storage pond (Chatham County
Parcel ID No. 0092927, PIN 976500160180).
The registered property ownership documentation shall be sent to the Division of Water Resources,
Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617 or Non-
Discharge.Reportskncdenr.gov. [15A NCAC 02U .0201(e)]
3. The Permittee may request suspension of PPI 003 and PPI 004, and activation of PPI 005 and PPI 006.
The request shall address spray head sampling results and justification for reducing sampling frequency.
The sampling reduction shall only occur with approval from the Division. [15A NCAC 02T
.0108(b)(1)(A)]
4. Upon completion of construction and prior to operation of any unconstructed facilities permitted herein,
the Permittee shall submit an engineering certification from a North Carolina licensed Professional
Engineer certifying that the permitted modifications have been constructed in accordance with G.S.
143-215.1, Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved
plans and specifications. For phased and partially certified facilities, the Permittee shall retain the
responsibility to track further construction approved under this permit, and shall provide a final
engineering certification upon project completion. Mail the Engineering Certification to the Division
of Water Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or
Non-Discharge.Reports(c�ncdenr.gov. [15A NCAC 02T .0116(a)]
5. The Permittee shall notify the Raleigh Regional Office, telephone number [phone], at least two
business days in advance of initial operation of the constructed facilities so that the Division can
conduct a startup inspection. [15A NCAC 02T .0108(b)(1)(B)]
6. Upon completion of construction and prior to irrigation, a minor modification shall be submitted with
a soil evaluation for all proposed irrigation areas. The report shall certify that all irrigation areas are
capable of accepting the designed loading rate. 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, soil fertility report and any amendments added, as well as any other properties that might impact
the soil's ability to accept irrigation water. The soil scientist evaluation shall be submitted to the
Division of Water Resources, Non -Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-
1617 or [e-mail]. [15A NCAC 02T .0108(b)(1)(A)]
7. The Permittee shall request renewal of this permit on Division -approved forms no later than January 1,
2027. [15A NCAC 02T .0105(b), 02T .0109]
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II. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject reclaimed water facilities 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 irrigation/utilization areas to assimilate the
effluent/reclaimed water, the Permittee shall take immediate corrective actions, including Division
required actions, such as the construction of additional or replacement reclaimed water generation
dedicated utilization, and wastewater irrigation facilities. [15A NCAC 02T .4108(b)(1)(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 02T .0108(b)(1)(A)]
3. Effluent limitations shall not exceed those specified in Attachment A. [15A NCAC 02U .0301]
4. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0505(c), 02T .0505(n), 02U .0401(g)]
5. The Permittee shall connect the irrigation system to a rain or moisture sensor designed to prevent
irrigation during precipitation events or wet conditions. [15A NCAC 02T .0505(x), 02U .0401(k)]
6. 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. [15A NCAC 02U .0403(b)]
7. 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 as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or be installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and repeated
every three feet or less;
b. Identification tape shall be at least three inches wide and have white or black lettering on purple
(Pantone 522 or equivalent) 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; and
c. Existing underground distribution systems retrofitted for the purpose of conveying reclaimed water
shall be taped or otherwise identified as noted in 11.7.a. and 11.7.b. 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.
[15A NCAC 02U .0403(c)]
8. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits operation
by personnel authorized by the entity that operates the reclaimed water system. [15A NCAC 02U
.0403(d)]
9. 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 that can only be operated by a tool may be placed above ground and
labeled as non -potable water. [15A NCAC 02U .0403(e)]
10. There shall be no direct cross -connections between the reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406. [15A
NCAC 02U .0403(f)]
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11. Reclaimed water distribution lines shall be located at least 5 feet horizontally from and 18 inches below
any water line if practicable. If 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(g), 02U .0403(h)]
12. Reclaimed water distribution lines shall not be less than 50 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. [15A NCAC 02U .0403(g), 02U .0403(i)]
13. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance with
15A NCAC 02T .0305. [15A NCAC 02U .0403(g), 02U .04030)]
14. Reclaimed water irrigation fields permitted prior to September 1, 2006 have compliance and review
boundaries established at the property boundary. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Attachment B. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 02L .0106, 02T .0105(h), 02H
.0219(k)(1)(C)(i)(III), G.S. 143-215.1(i), G.S. 143-215.1(k)]
15. Reclaimed water irrigation fields and wastewater irrigation fields meeting reclaimed water standards
permitted on or after September 1, 2006 have compliance and review boundaries established at the
irrigation area boundaries. Any exceedance of groundwater standards at or beyond the compliance
boundary shall require corrective action. Division -approved relocation of the compliance boundary
shall be noted in Attachment B. Multiple contiguous properties under common ownership and
permitted for use as a disposal system shall be treated as a single property with regard to determination
of a compliance boundary. [15A NCAC 02L .0106, 02L .0107(a), 02T .0105(h), 02T .0506(c), 02U
.0501(a)(6), G.S. 143-215.1(i), G.S. 143-215.1(k)]
16. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [ 15A NCAC
02L .0107(c)]
17. 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]
18. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
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)]
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19. The facilities herein were permitted per the following setbacks:
a. The Package A (Central, East and South) reclaimed water irrigation sites were originally permitted
April 29, 2005. The setbacks for irrigation sites originally permitted or modified from June 1, 1996
to August 31, 2006 are as follows (all distances in feet):
i. Surface waters classified SA: 100
ii. Surface waters not classified SA: 25
ill. Each water supply well: 100
iv. Each non -potable well: 10
v. Each swimming pool: 25
[15A NCAC 02H .0219(k)(1)(C)(i)]
b. The Package B wastewater irrigation sites were originally permitted May 22, 2008. The setbacks
for spray irrigation sites originally permitted or modified from September 1, 2006 to August 31,
2018 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership:
400 '
ii. Each habitable residence or place of assembly owned by the Permittee:
200
iii. Each private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Each well with exception of monitoring wells:
100
viii. Each property line:
o2,3
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Each water line:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Each swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Each building foundation or basement:
15
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
3 Achieving the reclaimed water effluent standards established in 15A NCAC 02U .0301 shall
permit the system to use the setbacks set forth in 15A NCAC 02U .0701(d) for property lines.
[15A NCAC 02T .0506(a), 02T .0506(c), 02T .0506(e), 02T .0506(f)]
c. The Packages C and D reclaimed water irrigation sites were originally permitted May 18, 2009 and
November 5, 2010. The setbacks for irrigation sites originally permitted or modified from
September 1, 2006 to June 17, 2011 are as follows (all distances in feet):
i. Surface waters classified SA:
ii. Surface waters not classified SA:
iii. Each well with exception of monitoring wells:
[15A NCAC 02T .0912(b)]
100
25
100
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d. The Packages E, F, and G reclaimed water irrigation sites were originally permitted July 27, 2012,
April 1, 2013 and September 12, 2014 and were modified March 19, 2021. The setbacks for
irrigation sites originally permitted or modified on or after June 18, 2011 are as follows (all
distances in feet):
i. Surface waters classified SA: 100
ii. Surface waters not classified SA: 25
iii. Each well with exception of monitoring wells: 100
[15A NCAC 02U .0701(c)]
e. The storage and treatment units except for Phases A, B, and the 31.3 MG western storage pond
were originally permitted April 29, 2005. The setbacks for storage and treatment units originally
permitted or modified from June 1, 1996 to August 31, 2006 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: too'
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50 2
vi. Nitrification field: 20
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
f. The 31.3 MG western storage pond was originally permitted January 14, 2021. Phases A and B
were modified May 24, 2021. The setbacks for storage and treatment units originally permitted or
modified on or after September 1, 2018 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: too,
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50 2
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[ 15A NCAC 02U .0701(a), 02U .0701(h), 02U .0701(i)]
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III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02T .0500, 02U.01011
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in detail to show what operations are necessary for the
system to function and by whom the operations are to be conducted;
b. A description of anticipated maintenance of the system;
c. Provisions for safety measures, including restriction of access to the site and equipment; and
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation, and contact information for personnel, emergency responders, and
regulatory agencies;
[15A NCAC 02T .0507(a), 02U .0801(a)]
Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.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)]
5. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0507(b), 02U .0801(b)]
6. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02T .0507(c), 02U .0801(c)]
7. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [ 15A NCAC 02T .0505(x), 02U .0401(k)]
8. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02T .0507(d),
02U .0801(d)]
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)(A)]
10. Only reclaimed water generated from the Briar Chapel WWTP shall be irrigated on the sites listed in
Attachment B. [15A NCAC 02T .0501, 02U .0101]
11. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0507(e), 02U .0801(e)]
12. The Permittee shall prohibit public access to the wastewater treatment and storage facilities. [15A
NCAC 02U .0402(e)]
13. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. [15A
NCAC 02U .0501(a)(2)]
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14. The Permittee shall prohibit public access to the wastewater treatment, storage, and irrigation facilities.
[15A NCAC 02T .0505(q)]
15. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [ 15A NCAC
02T .0508, 02T .1100, 02U .08021.
16. The Permittee shall not divert or bypass untreated or partially treated reclaimed water from the subject
facilities. [15A NCAC 02T .05050), 02U .0402(g)]
17. Freeboard in the 3.5 MG clay -lined five-day upset pond, 21.3 MG clay -lined central storage pond, and
31.3 MG clay -lined western storage pond shall not be less than two feet at anytime. [15A NCAC 02T
.0505(d), 02U .0401(h)]
18. Gauges to monitor water levels in the 3.5 MG clay -lined five-day upset pond, 21.3 MG clay -lined
central storage pond, and 31.3 MG clay -lined western storage pond shall be provided. These gauges
shall have readily visible permanent markings, at inch or tenth of a foot increments, indicating the
following elevations: maximum liquid level at the top of the temporary liquid storage volume;
minimum liquid level at the bottom of the temporary liquid storage volume; and the lowest point on
top of the dam. [15A NCAC 02T .0507(f), 02U .0801(f)]
19. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T .0507(g),
02U .0801(g)]
20. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0507(d), 02U .0801(d)]
21. 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 02T .0505(1), 02U .0401(d)]
22. Continuous online monitoring and recording for turbidity or particle count and flow shall be provided
prior to storage, distribution, or utilization of reclaimed water. [15A NCAC 02U .0401(b)]
23. If turbidity exceeds 10 NTUs or if the permitted pathogen levels cannot be met, all effluent shall be
routed to the 3.5 MG clay -lined five-day upset pond until the problems associated with the reclaimed
water generation system have been corrected. The water in the 3.5 MG clay -lined five-day upset pond
shall be pumped back to the treatment plant headworks for re -treatment or treated in the 3.5 MG clay -
lined five-day upset pond prior to utilization. [ 15A NCAC 02U .0402(d)]
24. The Permittee shall provide notification to the public and its 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(a)(2)]
25. The Permittee shall develop and implement an education program to inform users and its 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)]
26. 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 process of trade or business, laundromats, or vehicle/equipment washes) under
15A NCAC 02T .0103(20). [15A NCAC 02T .0108(b)(1)(A)]
WQ0028552 Version 3.3 Shell Version 200201 Page 9 of 15

IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [ 15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the generated reclaimed water at the frequencies and locations for the
parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of effluent/reclaimed water irrigated. These
records shall include the following information for each wastewater irrigation and dedicated utilization
site listed in Attachment B:
a. Date of irrigation;
b. Volume of reclaimed water irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
£ 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)]
6. Freeboard (i.e., water level to the lowest embankment elevation) in the 3.5 MG clay -lined five-day
upset pond, 21.3 MG clay -lined central storage pond, and 31.3 MG clay -lined western storage pond
shall be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records
shall be maintained for five years, and shall be made available to the Division upon request. [15A
NCAC 02T .0108(c)]
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.S. and
IV.6.) on Form NDAR-1 for every site in Attachment B 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)]
WQ0028552 Version 3.3 Shell Version 200201 Page 10 of 15

8. Pursuant to G.S. 143-215.1C(a), the Permittee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the reclaimed water generation, dedicated
utilization, and wastewater irrigation 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. The report shall
address actions taken by the Permittee to address odor complaints, summaries of all sampling programs,
irrigation line flushing, and procedures to maintain adequate residual chlorine in the irrigation lines.
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. In addition, the Permittee shall submit the report
30 days after request by the Division. 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
[G. S. 143-215.1 C(a)]
9. The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. 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 .0508(b), 02U .0802(b)]
10. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Date of turbidimeter calibration;
d. Date and results of power interruption testing on alternate power supply;
e. Visual observations of the plant and plant site; and
f. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.); and
g. Record of all discharges of reclaimed water to surface waters or the land surface, including the date
of occurrence, estimated volume, and corrective action taken.
[15A NCAC 02T .0507(h), 02U .0801(h)]
11. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each wastewater irrigation site listed in Attachment B (i.e., all Package B fields). These results shall
be maintained at the facility for five years, and shall be made available to the Division upon request.
Each 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
[15A NCAC 02T .0108(c)]
WQ0028552 Version 3.3 Shell Version 200201 Page 11 of 15

12. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge 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.) rendering the facility incapable of
adequate wastewater treatment.
c. Any failure resulting in a discharge untreated or partially treated wastewater to surface waters.
d. 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. 10.g. but do not require Regional Office notification.
e. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
£ Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water generation, irrigation, and utilization facilities. [15A NCAC 02T .0507(i), 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water generation, irrigation, and utilization facilities to
prevent malfunctions, facility deterioration, and operator errors that may result in discharges of wastes
to the environment, threats to human health, or public nuisances. The Permittee shall maintain an
inspection log that includes the date and time of inspection, observations made, and 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 .0507(h), 02T .0507(i), 02U .0801(h), 02U .0801(i)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the reclaimed water generation, irrigation, and utilization
facilities permitted herein at any reasonable time for determining compliance with this permit. Division
authorized representatives may inspect or copy records maintained under the terms and conditions of
this permit, and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0028552 Version 3.3 Shell Version 200201 Page 12 of 15

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T and 02U;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
WQ0028552 Version 3.3 Shell Version 200201 Page 13 of 15

9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.613, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.613, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[I5A NCAC 02T .0120(c)]
11. Pursuant to the flow reduction request received July 15, 2013, and approved September 30, 2013, the
Division accepts the data -based design flow rate of 56 gallons per day per bedroom (GPD/bedroom)
for residential single family dwellings served by this facility. The minimum flow for 1 and 2 bedroom
dwellings shall be 112 gallons per day. At no time shall wastewater flows exceed the limits defined in
this permit, or exceed the sewer capacity downstream of any new sewer extension or service connection.
The Permittee shall report the measured monthly average amount of wastewater flow contributed per
unit (GPD/bedroom) for the 12 months prior to permit renewal. If any of these monthly averages are
within 20% of the approved value, the Permittee shall reevaluate the approved value using the
methodology applied to determine the approved flow rate of 56 GPD/bedroom, and submit this
information with the renewal application for reevaluation of the approve flow rate. [ 15A NCAC 02T
.0114(f)]
12. The Permittee shall retain the Division's written approval of the authorized adjusted daily design flow
rate for the life of this facility, and shall transfer this approval to any future Permittee. [15A NCAC
02T .0114(f)]
Permit issued this the 2401 day of May 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0028552
WQ0028552 Version 3.3 Shell Version 200201 Page 14 of 15

Permit No. WQ0028552 Reclaimed Water Generation, Dedicated Utilization, and
Wastewater Irrigation System
Old North State Water Company, LLC May 24, 2021
Briar Chapel WWTP Chatham County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
Professional Engineer's Name
Firm Name
Firm No.
Address
City
State
Zip Code
Telephone
Email Ak
Seal, Signature, and Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0028552 Version 3.3 Shell Version 200201 Page 15 of 15

THIS PAGE BLANK

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— Reclaimed Water Generation System Effluent
Permit Number: WQ0028552 Version: 3.3
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
50060
Chlorine, Total Residual
mg/L
9r
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
250,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
6
2 x Month
Composite
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
2 x Month
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
2 x Month
Composite
00600
Nitrogen, Total (as N)
mg/L
2 x Month
Composite
00400
pH
su
5 x Week
Grab
00665
Phosphorus, Total (as P)
mg/L
2 x Month
Composite
00530
Solids, Total Suspended
mg/L
5
JL
10
2 x Month
Composite
00076
Turbidity, HCH Turbidimeter
NTU
aak
10
Continuous
Recorder
1. The 250,000 GPD flow limitation is based upon the capacity of the constructed Phase A reclaimed water generating facilities capacity.
WQ0028552 Version 3.3 Attachment A Page l of 4

PPI 003 — Irrigation Pump Station (35.824778°,-79.119329°) (to be suspended upon activation of PPI 005)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Weekly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
Weekly
Grab
00530
Solids, Total Suspended
mg/L
Weekly
Grab
00076
Turbidity, HCH Turbidimeter
NTU
JL
Weekly
Grab
PPI 004 — Irrigation Spray Head at the Maximum Resident Time for the Irrigation System (35.8210770,-79.089082°) (to be suspended upon activation of
PPI 006)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
Weekly
Grab
50060
Chlorine, Total Residual
mg/L
Weekly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Weekly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
Weekly
Grab
00530
Solids, Total Suspended
mg/L
Weekly
Grab
00076
Turbidity, HCH Turbidimeter
NTU
Weekly
Grab
WQ0028552 Version 3.3 Attachment A Page 2 of 4

PPI 005 — Irrigation Pump Station (35.824778°,-79.119329°) (to be activated upon suspension of PPI 003)
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
Monthly
Grab
50060
Chlorine, Total Residual
mg/L
Monthly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
Monthly
Grab
00530
Solids, Total Suspended
mg/L
Monthly
Grab
00076
Turbidity, HCH Turbidimeter
NTU
JL
Monthly
Grab
PPI 006 — Irrigation Spray Head at the Maximum Resident Time for the Irrigation System (35.821077°,-79.089082°) (to be activated upon suspension of
PPI 004)
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
Monthly
Grab
50060
Chlorine, Total Residual
mg/L
Monthly
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
Monthly
Grab
00530
Solids, Total Suspended
mg/L
Monthly
Grab
00076
Turbidity, HCH Turbidimeter
NTU
Monthly
Grab
WQ0028552 Version 3.3 Attachment A Page 3 of 4

PPI 007 — Central Pond Underdrain Outfall (35.824722°, - 79.1194441)
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
00940
Chloride (as Cl)
mg/L
250
2 x Year'
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
2 x Year'
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
1.5
2 x Year'
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
10
2 x Year'
Grab
00400
pH
su
6.5
8.5
2 x Year'
Grab
00665
Phosphorus, Total (as P)
mg/L
2 x Year
Grab
70300
Solids, Total Dissolved - 180 °C
mg/L
500
2 x Year
Grab
1. 2 x Year sampling shall be conducted in January and July.
PPI 008 — Five-day Upset Pond Underdrain Outfall (35.823056°, - 79.120278°)
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
00940
Chloride (as Cl)
mg/L
250
2 x Year
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
2 x Year
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
1.5
2 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
10
2 x Year
Grab
00400
pH
su
6.5
8.5
2 x Year
Grab
00665
Phosphorus, Total (as P)
mg/L
2 x Year
Grab
70300
Solids, Total Dissolved - 180 °C
mg/L
500
2 x Year
Grab
1. 2 x Year sampling shall be conducted in January and July.
WQ0028552 Version 3.3 Attachment A Page 4 of 4

ATTACHMENT B - APPROVED DEDICATED LAND APPLICATION SITES
Old North State Water Company, LLC - Briar Chapel WWTP
Permit Number: WQ0028552 Version: 3.3
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Package
Field
Owner
County
Latitude
Longitude
Constructed
Unconstructed
Net
Dominant
Disposal
Parameter
Hourly
Yearly
Units
Acrea a
Acreage
Acreage
Soil Series
Method
Rate
Max
Dedicated
01284 - Non-
C-lA
Chatham County
Chatham
35.8097000
-79.1131000
6.7
6.7
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
C-1B
Chatham County
Chatham
35.8096530
-79.1132430
1.3
1.3
WeB
Utilization
Discharge
0.1
22.93
inches
Application Rate
Dedicated
01284 - Non-
C-2A
Chatham County
Chatham
35.8125000
-79.1106000
1.3
1.3
HeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
Dedicated
01284 - Non -
A South
C-2C
Chatham County
Chatham
35.810600'
-79.1097000
5.6
5.6
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
C-2D
Chatham County
Chatham
35.811400'
-79.1100000
2.1
2.1
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
C-3D
Chatham County
Chatham
35.811900'
-79.112800'
0.2
0.2
WeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
Dedicated
01284 - Non-
C-3F
Chatham County
Chatham
35.810410'
-79.113890'
2.2
2.2
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
NNP Briar
Dedicated
01284 - Non-
C-6A
Chapel, LLC
Chatham
35.8194080
-79.1170720
0.3
0.3
RnB
Utilization
Discharge
0.1
21.10
inches
Application Rate
NNP Briar
Dedicated
01284 - Non-
C-9A
Chatham
35.8225000
-79.1197000
4.3
4.3
HeB
Discharge
0.1
21.10
inches
Chapel, LLC
Utilization
Application Rate
NNP Briar
Dedicated
01284 - Non-
C-9B
Chapel, LLC
Chatham
35.8208000
-79.1192000
2.7
2.7
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
A
Old North State
Dedicated
01284 - Non -
Central
C-12B
Water Company
Chatham
35.8244000
-79.1200000
2.0
2.0
HeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
Old North State
Dedicated
01284 - Non-
C-12C
Water Company
Chatham
35.8246850
-79.1219680
1.2
1.2
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Briar Chapel
Dedicated
01284 - Non-
C-13A
Community
Chatham
35.8239000
-79.1167000
0.4
0.4
HeB
Utilization
Discharge
0.1
21.10
inches
Association
Application Rate
NNP Briar
Dedicated
01284 - Non-
C-13B
Chapel, LLC
Chatham
35.8247001
-79.1164000
1.0
1.0
HeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
WQ0028552 Version 3.3 Attachment B Page 1 of 6

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Package
Field
Owner
County
Latitude
Longitude
Constructed
Unconstructed
Net
Dominant
Disposal
Parameter
Hourly
Yearly
Units
Acreage
Acreage
Acrea a
Soil Series
Method
Rate
Max
NNP Briar
Dedicated
01284 - Non-
C-13E
Chapel, LLC
Chatham
35.8253000
-79.1164000
2.2
2.2
PaB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Briar Chapel
Community
Dedicated
01284 - Non-
C-13F
Association
Chatham
35.8244000
-79.1175000
2.6
3.0
5.6
WeB
Utilization
Discharge
0.1
37.33
inches
A
/NNP Briar
Application Rate
Central
Chapel, LLC
Briar Chapel
Dedicated
01284 - Non-
C-15E
Community
Chatham
35.8278000
-79.1125000
1.4
1.4
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
C-16A
Community
Chatham
35.8236000
-79.1072000
2.1
2.1
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Community
Dedicated
01284 - Non-
E-lA
Association
Chatham
35.8225000
-79.1003000
9.8
9.8
WeB
Utilization
Discharge
0.1
37.33
inches
/NNP Briar
Application Rate
Chapel, LLC
Briar Chapel
Dedicated
01284 - Non-
E-2A
Community
Chatham
35.8201160
-79.0961940
8.8
0.2
9.0
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-3A
Community
Chatham
35.8203000
-79.0917000
0.8
0.8
HeB
Utilization
Discharge
0.1
21.10
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-3B
Community
Chatham
35.8197000
-79.0894000
2.1
2.1
HeB
Utilization
Discharge
0.1
21.10
inches
Association
Application Rate
A East
Briar Chapel
Dedicated
01284 - Non-
E-3C
Community
Chatham
35.8194000
-79.0908000
3.5
3.5
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-31)
Community
Chatham
35.8200000
-79.0942000
0.9
0.9
RnB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-4A
Community
Chatham
35.8211000
-79.0931000
3.1
3.1
HeB
Utilization
Discharge
0.1
21.10
inches
Association
Application Rate
NNP Briar
Dedicated
01284 - Non-
E-4B
Chapel, LLC
Chatham
35.8217000
-79.0883000
2.9
2.9
HeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-4C
Community
Chatham
35.8211000
-79.0906000
9.3
9.3
RnB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Wastewater
01284 - Non-
B
B-IA
Community
Chatham
35.8243970
-79.0995420
9.9
9.9
WeB
Irrigation
Discharge
0.1
37.33
inches
Association
Application Rate
WQ0028552 Version 3.3 Attachment B Page 2 of 6

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Package
Field
Owner
County
Latitude
Longitude
Constructed
Unconstructed
Net
Dominant
Disposal
Parameter
Hourly
Yearly
Units
Acreage
Acreage
Acrea a
Soil Series
Method
Rate
Max
Briar Chapel
Wastewater
01284 - Non-
B-IB
Community
Chatham
35.8236000
-79.1014000
1.1
1.1
HeB
Irrigation
Discharge
0.1
21.10
inches
Association
Application Rate
Briar Chapel
Wastewater
01284 - Non-
B-2A
Community
Chatham
35.8228000
-79.1042000
0.3
0.3
HeB
Irrigation
Discharge
0.1
21.10
inches
Association
Application Rate
Briar Chapel
Wastewater
01284 - Non-
B-3B
Community
Chatham
35.8267000
-79.1031000
0.2
0.2
WeB
Irrigation
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Wastewater
01284 - Non-
B-3C
Community
Chatham
35.8281000
-79.1031000
0.2
0.2
WeB
Irrigation
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Wastewater
01284 - Non-
B-5A
Community
Chatham
35.8269040
-79.1093400
0.4
0.4
WeB
Irrigation
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Wastewater
01284 - Non-
B
B-6A
Community
Chatham
35.8331110
-79.1078130
0.9
0.9
WeB
Irrigation
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
01284 - Non-
B-7A
Community
Chatham
35.8351290
-79.1085090
1.5
1.5
WeB
Wastewater
Discharge
0.1
37.33
inches
Association
Irrigation
Application Rate
Briar Chapel
01284 - Non-
B-7B
Community
Chatham
35.8378000
-79.1089000
0.6
0.6
WeB
Wastewater
Discharge
0.1
37.33
inches
Association
Irrigation
Application Rate
NNP Briar
Wastewater
01284 - Non-
B-8B
Chapel, LLC
Chatham
35.8422000
-79.1075000
1.9
1.9
WeB
Irrigation
Discharge
0.1
21.10
inches
Application Rate
B-81)
NNP Briar
Chatham
35.8403000
-79.1069000
0.6
0.6
HeB
Wastewater
01284 - Non-
Discharge
0.1
21.10
inches
Chapel, LLC
Irrigation
Application Rate
NNP Briar
Wastewater
01284 - Non-
B-8E
Chapel, LLC
Chatham
35.8436000
-79.1061000
0.5
0.5
HeB
Irrigation
Discharge
0.1
21.10
inches
Application Rate
Briar Chapel
Dedicated
01284 - Non-
C
C-1
Community
Chatham
35.8206000
-79.0961000
9.0
0.5
9.5
WdD
Utilization
Discharge
0.1
31.09
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
D-2
Community
Chatham
35.8237490
-79.1121410
0.4
0.4
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
D
D-3
Community
Chatham
35.8239000
-79.1119000
0.5
0.5
WeB
Utilization
Discharge
0.1
21.10
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
D-5
Community
Chatham
35.8299550
-79.1115900
1.0
1.0
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
WQ0028552 Version 3.3 Attachment B Page 3 of 6

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Package
Field
Owner
County
Latitude
Longitude
Constructed
Unconstructed
Net
Dominant
Disposal
Parameter
Hourly
Yearly
Units
Acreage
Acreage
Acrea a
Soil Series
Method
Rate
Max
Briar Chapel
Dedicated
01284 - Non-
D-6
Community
Chatham
35.8307490
-79.1107690
0.6
0.6
WeB
Utilization
Discharge
0.1
37.33
inches
Association
Application Rate
NNP Briar
Dedicated
01284 - Non-
D-7
Chapel, LLC
Chatham
35.8200000
-79.1178000
1.1
1.1
HeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
Dedicated
01284 - Non-
D-8
Chatham County
Chatham
35.8200000
-79.1144000
2.6
2.6
See Permit
Utilization
Discharge
0.1
21.10
inches
Application Rate
Dedicated
01284 - Non-
D-9
Chatham County
Chatham
35.8195000
-79.1137000
0.2
0.2
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-10
Chatham County
Chatham
35.8181000
-79.1133000
0.1
0.1
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-11
Chatham County
Chatham
35.8181000
-79.1133000
0.1
0.1
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-13
Chatham County
Chatham
35.8183000
-79.1128000
0.6
0.6
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D
D-15
Chatham County
Chatham
35.817200'
-79.112800'
0.2
0.2
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-16
Chatham County
Chatham
35.816400'
-79.113100'
0.3
0.3
See Permit
Discharge
0.1
37.33
inches
Utilization
Application Rate
Dedicated
01284 - Non-
D-18
Woods Charter
Chatham
35.8144000
-79.1111000
1.3
1.3
See Permit
Utilization
Discharge
0.1
21.10
inches
Application Rate
Dedicated
01284 - Non-
D-19
Woods Charter
Chatham
35.8142000
-79.1097000
1.4
1.4
See Permit
Discharge
0.1
37.33
inches
Utilization
Application Rate
Dedicated
01284 - Non-
D-20
Woods Charter
Chatham
35.813600'
-79.109400'
0.2
0.2
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-21
Woods Charter
Chatham
35.814400'
-79.108900'
0.5
0.5
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-22
Woods Charter
Chatham
35.815600'
-79.109200'
0.1
0.1
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
Dedicated
01284 - Non-
D-23
Woods Charter
Chatham
35.832500'
-79.109200'
0.2
0.2
WeB
Utilization
Discharge
0.1
37.33
inches
Application Rate
WQ0028552 Version 3.3 Attachment B Page 4 of 6

IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Package
Field
Owner
County
Latitude
Longitude
Constructed
Unconstructed
Net
Dominant
Disposal
Parameter
Hourly
Yearly
Units
Acreage
Acreage
Acrea a
Soil Series
Method
Rate
Max
Dedicated
01284 - Non-
D
D-26
Chatham County
Chatham
35.8197000
-79.1158000
1.8
1.8
HeB
Utilization
Discharge
0.1
21.10
inches
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-1
Community
Chatham
35.8297000
-79.1078000
1.0
1.0
WeB Urban
Utilization
Discharge
0.25
37.05
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E
E-2
Community
Chatham
35.8289000
-79.1022000
4.8
4.8
WeB Urban
Utilization
Discharge
0.25
37.05
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
E-4
Community
Chatham
35.8261000
-79.1050000
3.2
3.2
WeB Urban
Utilization
Discharge
0.25
37.05
inches
Association
Application Rate
Individual
Dedicated
01284 - Non-
F-1
Homeowners
Chatham
35.8242000
-79.1136000
4.9
4.9
WeB Urban
Utilization
Discharge
0.25
32.27
inches
Application Rate
Individual
Dedicated
01284 - Non-
F-2
Homeowners
Chatham
35.8250000
-79.1122000
3.7
3.7
WeB Urban
Utilization
Discharge
0.25
32.27
inches
Application Rate
F
Individual
Dedicated
01284 - Non-
F-3
Homeowners
Chatham
35.8258000
-79.1119000
3.7
3.7
WeB Urban
Utilization
Discharge
0.25
32.27
inches
Application Rate
Briar Chapel
Dedicated
01284 - Non-
F-4
Community
Chatham
35.8264000
-79.1139000
2.8
2.8
WeB Urban
Utilization
Discharge
0.25
32.27
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
G-6
Community
Chatham
35.8197000
-79.1111000
2.4
2.4
WeB Urban
Utilization
Discharge
0.25
29.10
inches
Association
Application Rate
Briar Chapel
Dedicated
01284 - Non-
G-7
Community
Chatham
35.8181000
-79.1122000
2.1
2.1
WeB Urban
Utilization
Discharge
0.25
29.10
inches
Association
Application Rate
G
Briar Chapel
Dedicated
01284 - Non-
G-8
Community
Chatham
35.8183000
-79.1075000
2.5
2.5
WeB Urban
Discharge
0.25
29.10
inches
Association
Utilization
Application Rate
Briar Chapel
Dedicated
01284 - Non-
G-9
Community
Chatham
35.8203000
-79.1075000
2.6
2.6
WeB Urban
Utilization
Discharge
0.25
29.10
inches
Association
I
I
I
I
I
I
I
I
I Application Rate
Wastewater Irrigation 02T T. 0500 Subtotal
0
18.1
18.1
Dedicated Utilization 02USubtotal
130.4
10.0
140.4
Totals
130.4
28.1
158.5
WQ0028552 Version 3.3 Attachment B Page 5 of 6

Seasonal Restrictions
Month(s) Restricted with
Field(s)
No Irrigation Allowed
September through February
GIB
Package A Soil Unit 2 (21.10 in/yr)
November through February
Package B Soil Unit 2 (21.10 in/yr)
Package D Soil Unit 2 (21.10 in/yr)
i.e., C-3D, C-6A, C-9A, C-12B, C-13A, C-13B, E-3A, E-3B, E-4A, E-4B, B-IB, B-2A, B-8B, B-8D, B-8E, D-3, D-7, D-8, D-9, D-18, D-26
Package A Soil Unit 1 (37.33 in/yr)
Package B Soil Unit 1 (37.33 in/yr)
January
Package D Soil Unit 1 (37.33 in/yr)
(i.e., C-lA, C-2A, C-2C, C-2D, C-3F, C-9B, C-12C, C-13E, C-13F, C-15E, C-16A, E-1A, E-2A, E-3C, E-3D, E-4C, B-1A, B-3B, B-3C, B-5A, B-6A, B-7A, 13-713,
D-2, D-5, D-6, D-10, D-11, D-13, D-15, D-16, D-19, D-20, D-21, D-22, D-23
WQ0028552 Version 3.3 Attachment B Page 6 of 6

7
S GNppE
ANN
a�
w''I7 r .
' Ak
/ B8E
0.50 AC.
. 168B
'r
.rs., .
d
ZONE B-8
676
0.60 AC,
PACKAGE ffffD Ln A
(DEDICATED
UTILIZATION.:.}
1 R ^ '
AL
� c
/ fB6A
w * fi C✓ \ a it s. �9< �1 W
SAY.7�
I C�• � F
ram.
dF
WESTERN POND •• •• J
V PA CKA GE F Z0.6AC6\ ONE El
31,3 MG DEDICATED.
• T ` - ! 1�M w' ZONED ,
urILlzaTIoN I
ANDREWS STORE RD
NORTH
500, 0 500, 1000,
SCALE: 1 " 500'
1 _� / � y.��° 7/' r•�iII ' Q I�j i"i .�'T ZONE C1
F409
i F, *' -� r BR/AR CHAPEL PARKWAY
� ZONECI5ESr'��" . ,=�^NE E4
/ CENTRAL.' 1+4 AC .i; F4 . 3.2 AC.
2.8 AC. ..
I POND 21.3 MGr;; -
-�" B5A40 AC.
F2 F3 ZONE B-5
3.7 AC. F2 3.7 AC. ' 9�
(' \ F4 F3
_ F F44.9 AC. I
\ S�
� '
_ 6 .ZONE C13E F2
� 2.2 AC F4
'sue ZONE C72C + , \`', ZONE C13B F2 F4 F3
�.ZONE-Cj2C- � ONE C126
BD�n>_?R Z�. '= - - -
e
VLDEAa P2 0AC _ ZONE C13F Z A I F1 '• :♦ \ '
1 f I /NTDA,- `0.4 AC (P IT
-� W ONE D3 ,
C ZONE
AC2 ZONE C16A
0.>y
�- .. ZONE C13F �-
i'�4i r� e'.-�1,� 'f �'g. t✓�p J- _
' �' --sae - ' - - - � \ ` � ��� ��/ `a�` ���H�. � 0.r %S'✓ ' •. ` � � /�-
_ ZONE C9A \ Y
�l 4.3 AC{ -'/!f fArr
,: �r
4,
i 44,
ZONE C B g'
_ JJ �
Nip-
v �"s-
C.
1 1� `fir '.i i ZONE G-6 �� :% * .1� t•�y I. d
hl1 ..'1•,s� t2.4ACRE
IL S
ZONE G`9
ZONE D8
2sz acI7.�� t 2.6 ACRES 1
ZONE D7 ' Y %i'Q/' f ►� e f J1
=j
E i l ZONE D26 `� f r • N4
§10 1.eac >��7`!!'' y+b �J/a[ ) .a t �' 'F
.•C ZONE D9 ; _ 6 _. .. ! �Y ��1.■ 'aa� •�.' li
o.z ac - i I/r ' iI,r e T
!
F • f'€ ` ii�d• r s :#� Y � r 3 - ONE C6
A? ': 7Y'-e' y_ 4_ ,�r■:�. 'r: ' 0.3 AC ��a �pri17 ak:l 1�
��f `�► �`
"!. 7 ,� .� -+ ONE D73
0.6ac Q
rf��{° .'7i�'Z�ILk� 1'. t .A I O�
,�,ZONED11 �Q W
NOTE
These construction plans are limited
to the design of the reuse irrigation
system only.
The Roadway, Potable Water, Storm Drainage,
Erosion Control, and Sanitary Sewer
collection system have been designed by others.
�.' 0.04AC ZONE G-7 �Q✓ Z I -I
I ` t 2.1 ACR P ZONE G-8
� • , •I 'ti is AZONED10 J
r • , Q• 1y t 2.5 ACRES
0.06 AC
IL
WOW
4
ZONE
0.25AC O 1 u' IN� 'IFr �l i� _ t�
\ l - t.
ZONE 0.31 AC
NE D23
\ / E AC
D2
py� O.O AC
�
A KA E "A" CENTRAL W-r '
-
���- '�!I ZONE DIB` N '1
EDICATED UTILIZATION) F1.3 AC
NED
1
S ONE D20 ZONE D21of
� o.zac 0.54AC �r + f
`O� I toe 0
13ACA� r
QQ \ ZONE C2D W66ilk1 • v
ZONE C3D I 2.1 AC
0.2AC
LANDSCAPING IRRIGATED ZONE C3F�-
WITH RECLAIMED WATER 2.2AC �+ ZONEC2C-
..
(DO NOT DRINK)
1 ZONE C2CNE CIB
\ \ 5.6AC ,
' 1.3 AC
�=III=III=III=III=III=III=III=III=III=III=III=III=_III- �+ --� � �, r•�
'1=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111�11�11�11�11�1_„III-11� � \ \
-III-III=1 I- ZONE CIA
_�
FINAL DESIGN a� ...
NOT RELEASED Awoe
FOR CONSTRUCTION 7-
ii
-s
LEGEND
MANNS CHAPEL RD
SITE PROPERTY 1 COMPLIANCE BOUNDARY
� I
500' RESIDENCE OFFSET
l
EXISTING WELL LOCATION
EXISTING RESIDENCE
EXISTING BUFFER
EXISTING WETLANDS
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CE GROUP
301 GLENWOOD AVE. 220
RALE/GH,NC 27603
PHONE: [phone]
FAX: [phone]
www.cegroupinc.com
License # C-1739
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Date:
October 2020
Scale:
1"=500'
Drawn:
JPD
Checked:
M PA
Project No.
605-41
Computer Dwg. Name
605-41_permitted areas_2021 03 11
Sheet No:
SIM
Of -

NORTH
500' 0 500' 1000'
SCALE: 1 " 500'
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NOTE
These construction plans are limited
to the design of the reuse irrigation
system only.
The Roadway, Potable Water, Storm Drainage,
Erosion Control, and Sanitary Sewer
collection system have been designed by others.
LANDSCAPING IRRIGATED
WITH RECLAIMED WATER
(DO NOT DRINK)
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FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
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CE GROUP
301 GLENWOOD AVE. 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
www.cegroupinc.com
License # C-1739
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