WQ0002284_Final Permit_20180314

Water Resources
ENVIRONMENTAL QUALITY
March 14, 2018
RAY E. HOLLOWELL, JR. — MANAGER
OUTER BANKS/KINNAKEET ASSOCIATES, LLC
POST OFFICE BOX 34
CONNELLY SPRINGS, NORTH CAROLINA 28612
Dear Mr. Hollowell:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. W00002284
Kinnakeet Shores WWTP
Reclaimed Water Generation
and Non -Conjunctive
Reclaimed Water Utilization
System
Dare County
In accordance with your permit renewal request received July 24, 2017, and additional information
received December 18, 2017, we are forwarding herewith Permit No. WQ0002284 dated March 14, 2018,
to Outer Banks/Kinnakeet Associates, LLC for the continued operation of the subject reclaimed water
generation and non -conjunctive reclaimed water utilization facilities.
Modifications to the subject permit are as follows:
➢ Your permit's format has been updated to be consistent with the most current reclaimed water
permit template, and rule references have been updated pursuant to the new 15A NCAC 02U
rules that became effective July 18, 2011.
This permit shall be effective from the date of issuance until February 28, 2023, shall void Permit
No. WQ0002284 issued August 29, 2008, and shall be subject to the conditions and limitations as specified
therein. Please pay attention to the monitoring requirements listed in Attachments A, B, and C for they
may differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
Please note the following permit conditions have been removed since the last permit issuance
dated August 29, 2008:
➢ Old Condition I.I. —Condition requirements met.
➢ Old Condition I.2. — Condition requirements met.
➢ Old Condition II.3. —The condition is no longer a requirement of this permit.
—"-'"Nothing Compares:�
State of North 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
919-807-6332

Mr. Ray E. Hollowell, Jr.
March 14, 2018
Page 2 of 4
➢ Old Condition H.7. — This condition has been removed because the irrigation system has been
constructed. It is also unreasonable for the Permittee to test and examine each spray head prior
to each waste disposal operation.
➢ Old Condition 11.8. — This condition has been removed because it is inherently covered under
Condition IV. 1.
➢ Old Condition II.9. — This condition has been removed because the 5-day upset pond has been
constructed.
➢ Old Condition III.5. — This condition has been removed.
➢ Old Condition 11I.17. — This condition has been removed because it is inherently covered under
Condition W.1.
➢ Old Condition IV.9. — This condition has been removed because it is not required for non -
conjunctive reclaimed water utilization areas.
Please note the following permit conditions are new since the last permit issuance dated
August 29, 2008:
➢ Condition I.I. —This condition requires the Permittee to have two of the three channels of the
ultraviolet (UV) disinfection system operational by August 1, 2018 and shall have additional
bulbs available on site for replacement when needed. The UV system shall have three channels
operational at which time the 175,000 GPD threshold is met.
➢ Condition L2.- This condition requires the Permittee to replace the tertiary filter media by
April 1, 2019.
➢ Condition I.3.- This condition requires the Permittee to provide a functioning flow meter for
the reclaimed water spray irrigation system and have the reclaimed water spray irrigation
system operational by August 1, 2018.
➢ Condition I.4. — This condition requires the Permittee to repair the damaged roofing system
above the wastewater treatment facility within two years of the permit's issuance.
➢ Condition 1.5. — This condition requires that monitoring wells be installed with prior approval
of the Washington Regional Office.
➢ Condition I.6. — This condition requires that the Permittee submit a site map of the monitoring
wells.
➢ Condition 11.3. —This condition requires that all wells constructed for purposes of groundwater
monitoring be constructed in accordance with 15A NCAC 02C .0108 (Standards of
Construction for Wells Other than Water Supply), and any other jurisdictional laws and
regulations pertaining to well construction.
➢ Condition I11.2. — This condition requires that the Permittee maintain an Operation and
Maintenance Plan.
➢ Condition 111.4. — This condition requires that an operator certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC) of a grade equivalent or
greater than the facility classification be on call 24 hours per day.

Mr. Ray E. Hollowell, Jr.
March 14, 2018
Page 3 of 4
➢
Condition 1II.9. - This condition requires that the turbidimeter be tested and calibrated at a
minimum of once per year.
➢
Conditions IV.8. c., e., and f. — These conditions require a maintenance log including the date
of calibration of the turbidimeter, record of preventative maintenance and record of all
unpermitted releases of reclaimed water.
➢
Condition IV.11. — This condition requires that monitoring wells shall be sampled after
construction and within 3 months prior to initiating reclaimed water utilization operations.
Monitoring wells shall be sampled thereafter at the frequencies and for the parameters specified
in Attachment C.
➢
Condition W.12. — This condition requires the reporting of groundwater monitoring wells be
submitted on the Compliance Monitoring Form (GW-59) and a Well Construction Record
Form (GW-1).
➢
Condition TV. 13. — This condition outlines when and where the groundwater monitoring
reports shall be submitted.
➢
Condition VI.8. — This condition notes that this permit is subject to revocation or unilateral
modification within 60 days' notice from the Division if the terms in 15A NCAC 02T .0110
are violated.
➢ Condition VI.9. — This condition notes that the facilities in this permit may not be expanded if
the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
➢ Attachment A — Old PPI 002 is now designated as PPI 001. Old PPI 003 is now designated as
PPI 002. Old PPI 004 is now designated as PPI 003.
➢ Attachment B — POND 1 has been added to the approved application sites.
➢ Attachment C. — This attachment outlines the required groundwater monitoring and limitations.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.

Mr. Ray E. Hollowell, Jr.
March 14, 2018
Page 4 of 4
If you need additional information concerning this permit, please contact Alice M. Wessner at (919)
807-6425 or [e-mail].
Sincerely,
aLinda Culpepper, Interim Direct JI
Division of Water Resources
cc: Dare County Health Department (Electronic Copy)
Mark S. Bissell, PE, Bissell Professional Group (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION AND NON -CONJUNCTIVE RECLAIMED WATER
UTILIZATION 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
Outer Banks/Kinnakeet Associates, LLC
Dare County
operation of a 350,000 gallon per day (GPD) wastewater collection, reclaimed water generation, and non
conjunctive reclaimed water utilization system consisting of the:
continued operation of a wastewater collection system consisting of: approximately 3,143 linear feet (LF)
of 8-inch gravity sewer; a 134 gallon per minute (GPM) pump station with duplex pumps, and high-water
alarms; approximately 3,362 LF of 4-inch force main; a standby power supply; and all associated piping,
valves, controls, and appurtenances; the
continued operation of a reclaimed water generation system consisting of a manually cleaned influent bar
screen; a 140,000 gallon aerated flow equalization basin with two 243 GPM submersible transfer pumps,
and served by a 300 cubic feet per minute (CFM) blower; two 23,985 gallon anoxic zones with two
submersible transfer pumps, and two anoxic mixing pumps; a 2.5 gallon per hour (GPH) single head
adjustable output peristaltic chemical feed pump to feed a 50% sugar solution; a flow splitter box; two
coarse bubble aeration basins each sized at 175,000 gallons with four submersible recycle pumps, and
served by two 3,000 CFM blowers; two 31,050 gallon clarifiers; a second flow splitter box; a 61,650 gallon
aerated sludge holding basin with two decant transfer pumps; a 348 square foot (ftZ) traveling bridge filter
(23 cells) rated at 0.70 GPM/ft2; a 1,750 gallon traveling filter backwash return tank with duplex pumps,
and audible/visual alarms; a turbidimeter; a flow meter; an ultraviolet (UV) disinfection system; a 3.057
million gallon (MG) lined 5-day upset pond; a 35,000 gallon 5-day upset return pump station with duplex
pumps, and audible/visual alarms; 265,000 kilowatt (kW) backup generator; and all associated piping,
valves, controls, and appurtenances; and the
continued operation of a non -conjunctive reclaimed water utilization system consisting of a 5.1 MG
storage/infiltration pond with a loading rate of 1.49 GPD/ft�; an irrigation pump station with duplex pumps,
audible/visual alarms, and a mini -weather station; 16.88 acres of non -conjunctive reclaimed water irrigation
area; a groundwater lowering pump station with duplex pumps, and audible/visual alarms, and all associated
piping, valves, controls, and appurtenances
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to serve the Kinnakeet Shores WWTP, with no discharge of wastes to surface waters, pursuant to the
application received July 24, 2017, 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.
This permit shall be effective from the date of issuance until February 28, 2023, shall void Permit No.
WQ0002284 issued August 29, 2008, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
1. Prior to August 1, 2018, the Permittee shall have two of the three channels (each channel designed to
disinfect a flow of 175,000 GPD) of the Severn Trent UltraDynamics Series 8200 Open Channel
ultraviolet (UV) disinfection system operational. The UV system shall have three channels operational
at which time the 175,000 GPD threshold is met. Also, the Permittee shall have additional bulbs
available on site for replacement when needed. Compliance with this condition shall be verified with
an inspection by the Washington Regional Office, telephone number [phone]. [15A NCAC
02T .0108(b)(2)]
2. Prior to April 1, 2019, the Permittee shall replace the tertiary filter media. Compliance with this
condition shall be verified with an inspection by the Washington Regional Office, telephone number
[phone]. [15A NCAC 02T .0108(b)(2)]
3. Prior to August 1, 2018, the Permittee shall provide a functioning flow meter for the reclaimed water
spray irrigation system and have the reclaimed water spray irrigation system operational. Compliance
with this condition shall be verified with an inspection by the Washington Regional Office, telephone
number [phone]. [15A NCAC 02T .0108(b)(2)]
4. Within two years of permit issuance, the Permittee shall repair the damaged roofing system above the
wastewater treatment facility. Compliance with this condition shall be verified with an inspection by
the Washington Regional Office, telephone number [phone]. [15A NCAC 02T .0108(b)(2)]
5. The Washington Regional Office, telephone number [phone], shall approve monitoring wells
MW 10, MW-11, and MW-12 prior to installation, and the monitoring wells shall be installed within 90
days of the effective date of this permit. The regional office shall be notified at least 48 hours prior to
the construction of any monitoring well, and such 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. The monitoring
wells shall be constructed such that the water level in the monitoring well is never above or below the
screened (open) portion of the well at any time during the year, and in accordance with 15A NCAC
02C .0108. The general location and name for each monitoring well is marked on the submitted site
map as required by Condition I.6. [ 15A NCAC 02T .0108(b)(2), 02C .0108]
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6. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the monument
will not be destroyed due to activities taking place on the property. The map and any supporting
documentation shall be sent to the Division of Water Resources, Water Quality Permitting Section,
1617 Mail Service Center, Raleigh, NC 27699-1617. [15A NCAC 02T .0108(b)(2)]
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]
"0002284 Version 3.0 Shell Version 171103 Page 3 of 13

R. PERFORMANCE STANDARDS
1. The subject reclaimed water facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, or failure of the utilization areas to adequately assimilate the
reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement reclaimed water generation and 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. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities in accordance with 15A NCAC 02T .0400. If an
individual permit is not required, the following performance criteria shall be met as provided in 15A
NCAC 02T .0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and any contravention of groundwater or surface water standards.
b. A map of the sewer system shall be developed and actively maintained.
c. An operation and maintenance plan shall be developed, implemented and maintained.
d. Pump stations not connected to a telemetry system shall be inspected every day (i.e., 365 days per
year). Pump stations connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewers shall be inspected at least once every six months.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the Washington Regional Office in accordance with
15A NCAC 02B .0506(a), and public notice shall be provided as required per North Carolina
General Statute § 143-215.1 C.
h. A grease control program shall be developed, implemented and maintained.
i. Right-of-ways and easements shall be maintained.
j. Inspection and maintenance records for Conditions HA.a. through II.4.i. shall be maintained for a
period of at least three years, except for Conditions HA.b. and HA.c., which shall be maintained
for the life of the system.
[15A NCAC 02T .0403]
5. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U .0300]
6. Application rates shall not exceed those specified in Attachment B. [15A NCAC 02U .0401(g), 02U
.0402(m)]
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7. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed water.
b. All reclaimed water piping, valves, outlets and other appurtenances shall be color -coded, taped or
otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone 522)
and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER — DO
NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on purple
(i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT DRINK."
Identification tape shall be installed on 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]
8. No direct cross -connections shall be allowed between reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC I SC .0406. [15A
NCAC 02U .0403(f)]
Reclaimed water distribution lines shall be located at least 10 feet horizontally from and 18 inches
below any water line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[15A NCAC 02U .0403(h)]
10. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but in no
case shall they be less than 25 feet from a private well or 50 feet from a public well. [ 15A NCAC 02U
.0403(i)]
11. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches
above any sewer line where practicable, Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[I 5A NCAC 02U .04030)]
12. The compliance and review boundaries 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)]
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)]
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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 Dare
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)]
16. The facilities permitted herein shall be constructed per the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells: 100
[15A NCAC 02U .0701]
b. The setbacks for treatment units shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line: 50
[15A NCAC 02U .0701]
c. The setbacks for the infiltration/storage pond permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
Any habitable residence or place of public assembly under separate ownership:
ii. Any private or public water supply source:
iii. Surface waters:
iv. Groundwater lowering ditches:
v. Surface water diversions:
vi. Any well with exception of monitoring wells:
vii. Any property line:
[15A NCAC 02H .02190), 02H .0404(g)]
100
100
100
50
50
100
50
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M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The reclaimed water generation and utilization 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.
3. 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. [15ANCACO2T,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 ranoff. [15A NCAC 02T .0108(b)(1)]
8. All 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 the Kinnakeet Shores WWTP shall be utilized in accordance with
this permit. [G.S. 143-215.1]
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)]
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12. Public access to the reclaimed water generation facilities and five day upset pond shall be prohibited.
[I 5A NCAC 02U .0402(f)]
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]
14. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .0108(b)(1)]
15. Freeboard in the 3.057 million gallon (MG) lined 5-day upset pond and the 5.1 MG storage/infiltration
pond shall not be less than two feet at any time. [15A NCAC 02T .0108(b)(1)]
16. Gauges to monitor waste levels in the 3.057 million gallon (MG) lined 5-day upset pond and the 5.1
MG storage/infiltration pond shall be provided. These gauges shall have readily visible permanent
markings at inch or tenth of afoot increments. [15A NCAC 02T .0108(b)(1)]
17. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T
.0108(b)(1)]
18. All effluent shall be routed to the five day upset holding 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 holding pond shall be pumped back to the treatment
plant headworks for re -treatment or treated in the five day upset holding pond prior to utilization. [ 15A
NCAC 02U .0402(e)]
19. The Permittee shall develop and implement an education program to inform users (including
employees) about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be maintained
consistent with the reclaimed water uses. All educational materials shall be made available to the
Division upon request. [15A NCAC 02U .0501(a)(4)]
20. 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]
21. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02U .0802. [ 15A NCAC 02T .1100, 02U .0802]
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IV. MONITORING AND REPORTING REOUIItMENTS
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 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 reclaimed water utilization;
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;
f. Weather conditions; and'
g. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 3.057 million gallon (MG) lined
5-day upset pond and the 5.1 MG storage/infiltration 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)]
WQ0002284 Version 3.0 Shell Version 171103 Page 9 of 13

7. A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0108(c)]
8. 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., changingladjusting of equipment, pump and valve
maintenance, cross connection control, testing, inspections and cleanings, etc.; and
f. 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)]
9. Three copies of all effluent monitoring data and reclaimed water distribution data (as specified in
Conditions IV.3. and IVA.) shall be submitted on Form NDMR for each PPI listed in Attachment A.
Reporting forms shall be submitted on or before the last day of the following month. If no reclaimed
water distribution activities occurred during the monitoring month, monitoring reports documenting
the absence of the activity are still required to be submitted. All effluent monitoring data shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center, Raleigh, North Carolina, 27699-1617. [15A NCAC 02T .0105(1)]
10. Three copies of all operation and utilization records (as specified in Conditions IV.5. and IV.6.) shall
be submitted on Form NDAR-1 for every non -conjunctive utilization site listed in Attachment B. (Note:
conjunctive use sites do not require NDAR-1 submission). Reporting forms shall be submitted on or
before the last day of the following month. If no reclaimed water utilization activities occurred during
the month, monitoring reports are still required documenting the absence of the activity. All
information shall be submitted to the following address: Division of Water Resources, Information
Processing Unit, 1617 Mail Service Center, Raleigh, North Carolina, 27699-1617. [15A NCAC 02T
.0105(1)]
11. Monitoring wells MW-10, MW-11, and MW-12 shall be sampled after construction and within 3
months prior to initiating reclaimed water utilization operations. Monitoring wells shall be sampled
thereafter at the frequencies and for the parameters specified in Attachment C. All mapping, well
construction forms, well abandonment forms and monitoring data shall refer to the permit number and
the well nomenclature as provided in Attachment C and the site map as required in Condition 1.6.. [15A
NCAC 02T .0105(m)]
W00002284 Version 3.0 Shell Version 171103 Page 10 of 13

12. For initial sampling of monitoring wells MW-10, MW-11, and MW-12, the Permittee shall submit a
Compliance Monitoring Form (GW-59) and a Well Construction Record Form (GW-1) listing this
permit number and the appropriate monitoring well identification number. Initial Compliance
Monitoring Forms (GW-59) without copies of the Well Construction Record Forms (GW-1) are
deemed incomplete, and maybe returned to the Permittee without being processed. [15A NCAC 02T
.0105(m)]
13. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center, Raleigh, North Carolina, 27699-1617. [15A NCAC 02T .0105(m)]
14. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, 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.8.f. 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. Pending in or runoff from the 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)]
W00002284 Version 3.0 Shell Version 171103 Page I of 13

V.
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
reclaimed water generation and utilization facilities. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the reclaimed water generation 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 reclaimed water generation 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. 143-215.6Ato 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)]
In the event the permitted facilities change ownership or the Pennittee 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)]
WQ0002284 Version 3.0 Shell Version 171103 Page 12 of 13

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 Pennittee 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. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 14' day of March 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Linda Culpepper, Interim Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0002284
WO0002284 Version 3.0 Shell Version 171103 Page 13 of 13

THIS PAGE BLANK

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — Reclaimed Water Generation System Effluent
Permit Number: WQ0002284 Version: 3.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
p
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
Weekly' / 2 x Month 2
Composite
00940
Chloride (as Cl)
mg/L
3 x Yew }
Composite
31616
Coliform, Fecal NO, M-FC Broth, 44.5 °C
41100 mL
14
25
Weekly' / 2 x Month z
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
350,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
6
Weekly ' / 2 x Month z
Composite
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
Weekly' / 2 x Month 2
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
10
Weekly' / 2 x Month z
Composite
00600
Nitrogen, Total (as N)
mg/L
—�
Weekly' / 2 x Month 2
Composite
00400
pH
su
5 x Week
Grab
00665
Phosphorus, Total (as P)
mg/L
'.
Weekly' / 2 x Month 2
Composite
70300
Solids, Total Dissolved —180 °C
mg/L
3 x Year
Composite
00530
Solids, Total Suspended
mg/L
5
]0
Weekly' / 2 x Month 2
Composite
00076
Turbidity, HCH Turbidimeter
NTU
10
Continuous
Recorder
1. Weekly sampling shall be conducted from May 0 through August 31n.
2. 2 x Month sampling shall be conducted from September P' through April 30° .
3. 3 x Year sampling shall be conducted in March, July, and November.

PPI 002 — Groundwater Lowering Ditch 001 at Sampling Point DD-1
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
00600
Nitrogen, Total (as N)
mg/L
3 x Year
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
_
T
3 x Year
Grab
00300
DO, Oxygen, Dissolved
mg/L
—
3 x Year'
Grab
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1. 3 x Year sampling shall be conducted in March, July, and November.
PPI 003 — Groundwater Lowering Ditch 002 at Sampling Point DD-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
00600
Nitrogen, Total (as N)
mg/L
3 x Yea '
Grab
00610
Nitrogen, Ammonia Total (as. N)
mg/L
3 xYear'
Grab
00300
DO, Oxygen, Dissolved
mg/L
3 x Year
Grab
00665
Phosphorus, Total (as P)
mg/L
3 x Yeaz'
Grab
1. 3 x Year sampling shall be conducted in March, July, and November.

ATTACHMENT B - APPROVED RECLAIMED WATER USES
NON -CONJUNCTIVE LAND APPLICATION SITES
Outer Banks/Kinnakeet Associates, LLC - Kinnakeet Shores W WTP
Permit Number: WQ0002284 Version: 3.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
Count y
Latitude
Longitude
g
Net
Dominant
Parameter
Hourly
Yearly
Units
Acreage
Soil Series
Rate
Max
A10A
Outer BanksWnnakeet Associates, LLC
Dare
35.3341670
-75.511667c
.59
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A10B
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3341670
-75.5111110
.43
Coroll afire sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0to6/oslo es
A10C
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3322220
-75.5119440
.16
Corolla fine sand,
01284 -Non-Discharge Application Rate
03
161.2
inches
0to6/oslopes
A10D
Outer BanksWmakeet Associates, LLC
Dare
35.3316670
-75.5119440
.11
Corollafine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
Al IA
Outer Banks/Kinnakeet Associates, LLC
Dare
35.334167'
-75.5122220
.IO
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slopes
Al lB
Outer Banks/Mmakeet Associates, LLC
Dare
35.3322220
-75.512500'
1.88
Corolla fine sand,
01284 - Non -Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
Al2A
Outer Banks/Kirmakeet Associates, LLC
Dare
35.3313890
-75.512500'
.41
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slo es
Al2B
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3300000
-75.513333'
.80
Corollafine sand,
01284-Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slopes
AIA
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3444440
-75.5075000
.85
COtooroll6/afine sand,.
01284-Non-Discharge Application Rate
0.3
161.2
inches
oslo es
AIB
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3452780
-75.507222c
.59
Corolla sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slopes
A2A
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3430560
-75.508056'
,23
Corolla sand,
01284-Non-Discharge Application Rate
0.3
161.2
inches
0to6/oslopes
A213
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3425000
-75.5077780
.18
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0to6/oslopes
A2C
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3419440
-75,5083330
.25
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A21)
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3408330
-75.5080560
.28
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A2E
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3433330
-75.5088890
.12
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slo es
A217
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3436110
-75.5091670
.14
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
1612
inches
0 to 6% slopes
A2G
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3438890
-75.509167
.13
Corolla sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A3A
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3405560
.75.5077780
.47
Corollafine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6 /o slopes
A313
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3402780
-75.5086110
.62
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slo es
W00002284 Version 3.0 Attachment B Page 1 of 2

HMGATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Dominant
Parameter
Hourly
Yearly
Units
Acrea a
Soil Series
Rate
Max
A3C
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3402780
-75.5087220
0.3
Corolla fine sand,
01284 - Non -Discharge Application Rate
0.3
161.2
inches
0to6/oslopes
A4
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3400000
-75.5077780
0.74
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
0 to 6% slopes
inches
A5A
Outer Banks/Kinnakeet Associates, LLC
Dare
35.337778
-75.5086110
0.0
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A5B
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3386610
-75.5091670
0.21
fine sand,
Corolla fi
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A5C
Outer Banks/Kinnakeet Associates, LLC
Dare
35339167
-75.5087220
0.28
Corolla fine sand,
01284 -Non-Discharg e Application Rate
0.3
161.2
0 to 6% slopes
pp
inches
A5D
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3380560
-75.509137'
0.5
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
pp
A5E
Outer Banks/Kinnakeet Associates, LLC
Dare
35.336667
-75.5105560
0.26
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slopes
A5F
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3366670
-75.5102780
0.09
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slo es
A5G
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3361110
-75.5108330
0.08
CO,rollafine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
to 6 /o slopes
A5H
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3361110
-75.5102780
0.27
Corolla fine sand,
01284 - Non -Discharge Application Rate
0.3
161.2
inches
0 to 6/o slopes
A5I
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3375000
-75.5086110
0.27
Corolla fine sand,
01284-Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slopes
A6A
Outer Banks/Kinnakeet Associates, LLC
Dare
35.334444'
-75.5075000
0.66
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
/o 0to6slopes
A6B
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3363890
-75.507500'
0.6
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slo es
A6C
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3372220
-75.5080560
0.44
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slo es
A61)
Outer Banks/Kinnakeet Associates, LLC
Dare
35.336389'
-75.508056'
0.25
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6/o slopes
A7
Outer Banks/Kinnakeet Associates, LLC
Dare
35,341389'
-75.505000'
1.42
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0to6/oslopes
A8
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3419440
-75.505556'
1.4
Corolla fine sand,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slo es
A9A
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3380560
-75.5108330
0.11
Corolla fine son d,
01284 -Non-Discharge Application Rate
0.3
161.2
inches
0 to 6% slo es
A9B
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3366670
-75.513611c
0.43
Corolla fine sand,
01284-Non-Discharge Application Rate
0.3
161.2
0 to 6% slopes
inches
A9C
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3366670
-75.513889'
0.23
Corolla fine sand,
01284 -Non-Dischare Application Rate
0.3
161.2
0 to 6% slopes
g PP
inches
POND
1
Outer Banks/Kinnakeet Associates, LLC
Dare
35.3447050
-75.5073250
2.5
Corollafine sand,
01284 -Non-Discharge Application Rate
1.49
GPD/ft2
0to6/oslopes
Totals
19.38
W00002284 Version 3.0 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-10, MW-11, MW-12
Permit Number: WQ0002284 Version: 3.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
82546
Water Level, Distance from measuring point
feet
3 x. Year
Calculated
L2,3
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1,6
00940
Chloride (as Cl)
250
mg/L
3 x Year
Grab
1
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
4/100 mL
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
I
00400
pH
6.5-8.5
su
3 x Year
Grab
1,2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
]
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
1
GW VOC
Volatile Compounds (GC/MS)
Present: Yes/No
Annually
Grab
1, 4, 5
1. 3 x Year monitoring shall be conducted in March, July, and November; Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L, or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used most meet the following qualifications:
a. A laboratory must be DWR certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
C. The method used must provide a PQL of 0.5 µg/h or less that must be supported by laboratory proficiency studies as required by DWR. Any constituents detected above the MDL but below
the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Washington Regional Office supervisor, telephone number [phone],
must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/I are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in the submitted site map as required by Condition I.6. and this attachment.
WQ0002284 Version 3.0 Attachment C Page 1 of I

WATER POLLUTION CONTROL SYSTEM OPERAT/Rd�iC�rQi�IWR
CERTIFICATION COMMISSION MAR - 9 2018
CLASSIFICATION Non -Discharge
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS Perrnitting Unit
FACILITY INFORMATION: �' AA1�s w P�*"
NAME OF FACILITY: �j4 C& �� esz j,,l %n/7p tA,)Q
MAILING ADDRESS: uw J vk ! r q ke / F�i�G4-CA . L14L
COUNTY: �� a, �
CONTACT PERSON: apLy F Wig w�JT . TELEPHONE: Q-i'"4) Z.5,2- 23-Q
PERMIT NO: W a 00 0 ,�� 8 `i Check One: NC _ WQ � HEALTH DP
ORC: TELEPHONE: zsa US-- 3E-171
RATING INFORMATION: (Before completing this section, please refer to pages 2-4)
PERMITTED FLOW: 0, 3 S MGD BNR? YES NO
CHECK CLASSIFICATION: WASTEWATER: 1 2 _ 3 4
COLLECTION: 1 2 _ 3 4
SPRAY IRRIGATION k SUBSURFACE LAND APPLICATION
PHYSICAL/CHEMICAL GRADE I GRADE II
RATED BY: c> Vt S ov. REGION: k-L41 DATE:
REGIONAL OFFICE TELEPHONE NUMBER: (; N"2) i1f3'- 3 T`4 q EXT:

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS
- Septic tank/sand filter systems
- Biological lagoon systems
- Constructed wetlands and associated appurtenances
Grade II Biological WPCS
y- Systems that utilize an activated sludge or fixed growth process with a permitted flow
less than or equal to 0.5 million gallons per day (mgd)
Grade III Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater than 0.5 through 2.5 million gallons per day (mgd)
✓- Grade II systems that are required to achieve biological nutrient reduction
Grade IV Biological WPCS
- Systems that utilizing an activated sludge or fixed growth process with a permitted flow
of greater than 2.5 million gallons per day (mgd)
- Grade III systems that are required to achieve biological nutrient reduction *
* Biological Nutrient Reduction -
The reduction of total nitrogen or total phosphorous by an activated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
V/ Same grade as biological water pollution control system. Grade of system: Z-
Based on population served:
1,500. or Less = Grade I
1,501 to 15,000 = Grade It
15,001 to 50,000 = Grade III
50,001 or more = Grade IV

Classification of Sprat/ Irrigation Water Pollution Control Systems:
XSystems which utilize spray irrigation for the reuse or disposal of wasterwater
These systems include: septic tanks, sand filter, oil/water separators, lagoons,
storage basins, screening, sedimentation. Systems other than those listed above
shall be subject to additional classification.
Classification of Land Application of Residuals Systems:
Systems permitted and dedicated for land application of residuals that are produced by a
water pollution control system or contaminated soils.
Classification of Physical/Chemical Water Pollution Control Treatment Systems:
Grade I Physical/Chemical: Any water pollution control system that utilizes a primarily
physical process to treat wastewater. This classification includes groundwater
remediation systems. **
Grade H Physical/Chemical: Any water pollution control system that utilizes a primarily
chemical process to treat wastewater. This classification includes reverse osmosis,
electrodialysis, and ultrafiltration systems_ **
** Any water pollution control system that utilizes a phyicallchemical process to enhance an
activated sludge or feed growth process, shall not be subject to additional classification.
Classification of Subsurface Water Pollution Control Systems:
Systems which utilize the soil for subsurface treatment and disposal of wastewater
and/or are required to have a certified operator under 15A NCAC 18A.1961. ***
*** Any subsurface system that has as part of its treatment process a water pollution control
systems that may be classified under Rules .0302 through .0307 of this section shall be
subject to addional classification.

IDefniitions
Activated Sludge - shall mean a biological wastewater treatment process in which predominantly
biodegradable polluntants in wastewater are absorbed, or adsorbed by living aerobic organisms and
bacteria.
Chemical Process - shall mean a wastewater pollution control system process consisting
exclusively of the addition of chemicals to treat wastewater.
Collection System - shall mean a continuous connections of pipelines, conduits, pumping
stations, and other related constructions used to conduct wastewater to the water pollution
control system.
Electrodialysis System - shall mean a system utlizing a selective separation of dissolved solids
process that is based on electrical charge and diffusion through a semipermeable membrane.
Physical Process - shall mean any water pollution control system process consisting of
electrodialysis, adsorption, absorption, air stripping, gravimetric sedimentation, floation, and
filtration as a means of treatment.
Reverse Osmosis System - shall mean a system which utilizes solutions and semipermable
membranes to separate and treat wastewater.
Ultrafiltration System - shall mean a system which utilizes a membrane filter to remove
pollutants from wastewater.
Water Pollution Control System - shall mean any system for the collection, treatment, or
disposal of wastewater and is classified under the provision of G.S. 90A-37.
Note: Please refer to G.S. 90A-37 for additional information and definitions.