WQ0033222_Final Permit_20081021

O�_ WArFR Michael F. Easley, Governor
v r`�QG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resourccs
p _%7 Coleen H. Sullins Director
' Division of Water Qualitv
October 21, 2008
A.B. COOPER, JR. — MANAGING MEMBER
OCEAN KING, LLC
POST OFFICE BOX 250
ATLANTIC BEACH, NORTH CAROLINA 28512
Subject: Permit No. WQ0033222
Ocean King Condominiums
High -Rate Infiltration
Carteret County
Dear Mr. Cooper:
In accordance with your permit application request received August 5, 2008, and subsequent
additional information received September 2, 2008 and September 23, 2008, we are forwarding herewith
Permit No. WQ0033222, dated October 21, 2008, to Ocean King, LLC for the construction and operation
of the subject wastewater treatment and high -rate infiltration facilities.
This permit shall be effective from the date of issuance until September 30, 2013, and shall be
subject to the conditions and limitations as specified therein. Please pay particular attention to the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
Please note this permit has several conditions specific to this facility, some of which are
requirements that shall be completed prior to construction of the wastewater treatment and high -rate
infiltration facilities. These conditions include.
➢ Condition I.I. — This condition requires the Permittee to submit a completed and notarized
Green Area Agreement between the Town of Atlantic Beach and the Permittee. Construction
of the wastewater treatment and high -rate infiltration facilities may not commence until this
documentation has been submitted to the Division.
➢ Condition I.2. -- This condition requires the Permittee to submit documentation that the
setback waiver agreements between the Permittee and various parties have been recorded in
the Carteret County Register of Deeds. Construction of the wastewater treatment and high -
rate infiltration facilities may not commence until this documentation has been submitted to
the Division.
➢ Condition I.3. — This condition requires the Permittee to have a licensed North Carolina Soil
Scientist perform a follow-up soils evaluation on the high -rate infiltration areas once the cut
and fill operations have been completed. Construction of the wastewater treatment and high -
rate infiltration facilities may not commence until this documentation has been submitted to
and approved by the Division.
Y Condition 1.6. — This condition specifies the depth of the screening portion of the two
monitoring wells (MW-1 and MW-2),
1ne
4rthCarolina
INVA(rallif
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Internet: www.newatcrquality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity 'Affirmative Action Employer— 50% Recycled/10%Post Consumer Paper Customer Service: [phone]

Mr. A.B. Cooper, Jr.
October 21, 2008
Page 2 of 2
➢ Condition 11.6. -- This condition describes how the location of the compliance and review
boundaries was determined via the easements obtained from the Town of Atlantic Beach and
Mr. A.B. Cooper, Jr.
➢ Condition H.14. — This condition includes a detailed listing of all setback waivers obtained
for setback reductions for the high -rate infiltration areas to property lines, right-of-ways and
offsite residences, as well as the setback reductions for the wastewater treatment units to
property lines.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at
[phone] or [e-mail].
Sincerely,,/
.4,- Coleen H. Sullins
cc: Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
T. Patrick Shillington, PE — Engineering & Environmental Science Company
Technical Assistance and Certification Unit
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH -RATE INFILTRATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Ocean King, LLC
Carteret County
FOR THE
construction and operation of a 27,000 gallon per day (GPD) high -rate infiltration treatment and disposal
facility consisting of:
an inline influent primary rotary screen; a 14,500 gallon aerated flow equalization tank served by two (2)
30 cubic feet per minute (CFM) positive displacement blowers with two (2) 20 gallon per minute (GPM)
centrifugal pumps, two (2) 1.75 horsepower (hp) mixers and a level transmitter; an influent drum screen
with 2 millimeter (mm) openings; two (2) 1,665 gallon anoxic reactors with two (2) oxidation reduction
potential (ORP) probes and two (2) 183 GPM centrifugal anoxic jet pumps; two (2) 2,631 gallon aerobic
reactors with two (2) dissolved oxygen (DO) probes, two (2) pH/temperature probes, two (2) level
transmitters and two (2) 183 GPM centrifugal aerobic jet pumps; a Membrane Operating System (MOS)
with two (2) 668 gallon tanks, a pressure transmitter, two (2) level transmitters, two (2) 87 GPM
centrifugal recirculation pumps, two (2) 147 GPM centrifugal feed pumps, two "(2) 49 GPM centrifugal
filtrate pumps and two (2) 10 GPM centrifugal water pumps; an aeration system with a 85 CFM positive
displacement blower serving the aerobic reactors and sludge holding tank, a 96 CFM positive
displacement blower serving the MOS air scour and a 96 CFM positive displacement blower as a swing
spare; two (2) 55 gallon sodium hypochlorite (NaOCI) drams with two (2) 0.38 GPM diaphragm
chemical feed pumps; two (2) 55 gallon sodium hydroxide (NaOH) drams with two (2) 0.02 GPM
diaphragm chemical feed pumps; two (2) 55 gallon aluminum sulfate (AI2(SO4)3) drums with two (2) 0.02
GPM diaphragm chemical feed pumps; two (2) 55 gallon acetate drums with two (2) 0.02 GPM
diaphragm chemical feed pumps; a 11,848 gallon aerobic sludge holding tank with a level transmitter, a
filtrate storage tank; a 1,383 gallon chlorine contact chamber; a turbidim,eter, a flow meter; a nitrate
analyzer; an ultraviolet (LTV) disinfection system with four (4) banks and eight (8) total lamps; a 65,547
gallon primary 5-day upset tank with two (2) 110 GPM centrifugal pumps and a level transmitter; an
80,425 gallon secondary 5-day upset tank with two (2) 50 GPM centrifugal pumps and a level transmitter;
a 13,462 gallon dosing tank with two (2) 36 GPM submersible pumps and a level transmitter; an 80
kilowatt (kW) automatically activated standby generator; two (2) high -rate drip infiltration fields with a
total area of 0.11 acres and served by approximately 4,700 emitters rated at 0.9 gallons per hour (GPH);
and all associated piping, valves, electrical systems, instrumental/control systems, etc.
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1.
to serve a 156 person capacity clubhouse and swimming pool and 212 habitable rooms in 66 units at
Ocean King Condominiums, with no discharge of wastes to the surface waters, pursuant to the application
received August 5, 2008, and subsequent additional information received by the Division of Water
Quality (Division), and in conformity with the project plan, specifications, and other supporting data
subsequently -filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until September 30, 2013, and shall be
subject to the following specified conditions and limitations:
1. Prior to construction of the subject wastewater treatment and high -rate infiltration facilities, the
Permittee shall submit a Green Area Agreement between the Town of Atlantic Beach and Ocean
King, LLC. The agreement shall be signed and dated by representatives from both parties, and the
agreement shall be notarized. The finalized Green Area Agreement shall be submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
2. Prior to construction of the subject wastewater treatment and high -rate infiltration facilities, the
Permittee shall submit documentation to the Division verifying the setback waivers listed in
Condition ILI1. have been recorded with the Carteret County Register of Deeds in accordance with
15A NCAC 02T .0706(e). This documentation shall be submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
3. Upon completion of the cut and fill operation of the top 18-inches of soil in the designated high -rate
drip infiltration areas, a licensed North Carolina Soil Scientist shall inspect and verify that the
replacement material in the high -rate drip infiltration areas is capable of receiving wastewater at the
permitted loading rates in Attachment B. An updated soil scientist site evaluation shall be submitted
and this report shall specifically address, but not be limited to, soil features such as soil compaction
and saturated hydraulic conductivity of the least permeable layer, as well as any other properties that
might impact the soil's ability to accept irrigation water.
In order to assure the Division that the facility has the capability to dispose of the wastewater effluent
at the permitted rates (Attachment B), the cut and fill operation and subsequent inspection shall be
completed prior to wastewater treatment plant construction activities. Once the Permittee has
received written approval from the Division verifying the permitted disposal rates can be met based
upon the follow-up inspection results, wastewater treatment plant construction may commence.
The results of this inspection shall be signed, sealed and submitted to:
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Wilmington Regional Office
Aquifer Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
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4. Upon completion of construction and prior to operation of this permitted facility, a certification (see
attached form) must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this project is to
be completed in -phases and partially_certified, you shall retain the responsibility to track further
construction approved under the same permit, and shall provide a final certificate of completion once
the entire project has been completed. Mail the Certification to the Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
The Wilmington Regional Office, telephone number [phone], shall be notified at least 48
,hours in advance (excluding weekends and holidays) of operation of the installed facilities so that an
in -place inspection can be made. Such notification to the Aquifer Protection Section regional
supervisor shall be made during the normal office hours from 8.00 a.m. until 5:00 p.m. on Monday
through Friday, excluding State Holidays.
6. Monitoring wells MW-I and MW-2 shall be approved by the Wilmington Regional Office, telephone
number [phone] prior to installation and installed prior to beginning waste disposal
operations. The regional office shall be notified at least 48 hours prior to (excluding weekends and
holidays) the construction of any monitoring well. Such notification to the Aquifer Protection Section
regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. The wells shall be constructed in accordance with
15A NCAC 02C .0108. MW-1 shall be screened such that the water level in the well is never
above or below the screened (open) portion of the well at anv time during the year, -and MW-2
shall be screened from 20 to 30 feet below land surface. The general location and name for each
well is marked on Figure 1. See also well construction form submittal requirements in Section IV of
this permit.
7. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a scaled site map (scale no greater than 1 "=100'); however, special provisions may be granted upon
prior approval for large properties. The map shall include the following information:
a. The locationn 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 (which shall be known as the "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 review and compliance 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 that may take place on the property. The maps and
any supporting documentation shall be sent to the N.C. Division of Water. Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The Permittee is responsible for the
geographic accuracy of any map submitted, however produced.
8. Prior to construction of the wastewater treatment and high -rate infiltration facilities, piezometers P-1,
P-2 and P-3 shall be permanently abandoned. Within 30 days of abandonment, the Permittee shall
notify the Division of this completed requirement. Notification shall be mailed to the Division of
Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The
piezometers must be abandoned according to the North Carolina Well Construction Standards (15A
NCAC 02C .0113) and local county rules.
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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 that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
10. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and conditions
of this non -discharge permit or the governing statutes or regulations. Prior to the initiation of these
connection activities, appropriate approval must be received from this Division. `
11. PERFORMANCE STANDARDS
1. The high -rate infiltration facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, or failure of the high -rate infiltration
area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division, such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
3. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L,
Groundwater Classifications and Standards. This disposal system was individually permitted on or
after December 30, 1983; therefore, the compliance boundary is established at either 250 feet from
the waste disposal area, or 50 feet within the property boundary, whichever is closest to the waste
disposal area_ An exceedance of groundwater standards at or beyond the compliance boundary is
subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement
actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C. Please
note that in order to meet 15A NCAC 02L .0107(b), the Permittee obtained a 55 foot easement
into the East Drive Right -of -Way from the Town of Atlantic Beach, and a 50 foot easement into
the East Terminal Blvd Right -of -Way from Mr. A.B. Cooper, Jr. In essence, these easements
created artificial property lines 55 feet from the western property line and 50 feet from the
northern property line of Parcel G (Tax PIN: 637516938140000), thus allowing the compliance
and review boundaries to remain within Parcel G and outside of the high -rate infiltration areas.
7. The review boundary is established around the disposal systems midway between the compliance
boundary and the perimeter of the waste disposal area. Any exceedance of standards at the review
boundary shall require action in accordance with 15A NCAC 02L .0106.
8. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
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In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure that any landowner
who owns land within the compliance boundary, but who is not the Permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement running with the
land that contains 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.
11. The Operational Agreement (see attached) between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all
sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this permit.
12. A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding the
loading rates of the green area. A "green area", as defined in 15A NCAC 02H .0404 (g)(7), is an area
suitable for waste disposal, either in its natural state or which has been modified by planting a
vegetative cover of grasses or low growing shrubbery.
13. In order to comply with Rule 15A NCAC 2T .0114(d)(2), the Permittee has elected to use the daily
design flow rate of 120 GPD/habitable room. A habitable room is defined as a room or enclosed floor
space used or intended to be used for living or sleeping, excluding kitchens and dining areas,
bathrooms, shower rooms, water closet compartments, laundries, pantries, foyers, connecting
corridors, closets and storage spaces.
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14. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100'
ii. Any habitable residence or place of public assembly owned by the Permittee:
50
iii. Any private or public water supply source:
100
iv. Surface waters:
200
v. Groundwater lowering ditches:
200
vi. Surface water diversions: 6
50
vii. Any well with exception of monitoring wells:
100
viii.Any property line:
502
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
100
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
200
xii. Any swimming pool:
100
xiii.Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
xvi. Impounded public water supplies:
500
xvii. Public shallow groundwater supply:
500
b. The setbacks for treatment and storage units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 1004
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50 s
1. The following setback waiver has been obtained: 19 feet from the high -rate infiltration area to
the residence at 108 East Terminal Blvd (Tax PIN: 637516939048).
2. The following setback waivers from the high -rate infiltration areas to the noted property lines
have been obtained: 17.5 feet to the western property line of 108 East Terminal Blvd (Tax
PIN: 637516939048); and 0 feet to the northern property line of Parcel F (Tax PIN:
637516928948).
3. The following setback waivers from the high -rate infiltration areas to the noted public right-of-
ways (ROW) have been obtained: 0 feet to the East Terminal ROW north of Parcel G (Tax
PIN: 637516928140); and 0 feet to the East Drive ROW west of Parcel G (Tax PIN:
637516928140).
4. The following setback waiver has been obtained: 20 feet from the treatment and storage units
to the residence at 108 East Terminal Blvd (Tax PIN: 637516939048)
5. The following setback waivers from the treatment and storage units to the noted property lines
have been obtained: 20 feet to the western property line of 108 East Terminal Blvd (Tax PIN:
637516939048); 20 feet to the northern property line of Parcel F (Tax PIN: 637516928948); 5
feet to the East Terminal Blvd ROW; 10 feet to the East Drive ROW; 36 feet to the public
boardwalk; and 10 feet to the Atlantic Blvd ROW.
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III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0707 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and high -rate infiltration facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC. 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
3. A suitable cover of mulch that eliminates the growth of vegetation and is protective of the high -rate
infiltration system shall be maintained in a condition that allows inspection of the high -rate
infiltration system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the high -rate
infiltration field.
5. All waste application equipment must be tested and calibrated at least once per permit cycle. Records
of the calibration must be maintained for five years.
6. No type of wastewater other than that from Ocean King Condominiums shall be disposed onto the
high -rate infiltration area.
7. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. if a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
S. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
9. Public access to the high -rate infiltration sites shall be controlled.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T 1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0708.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. All wastewater shall be routed to the 5-day upset tanks should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the 5-day upset tanks shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day upset tanks prior to discharge to the
high -rate infiltration areas.
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IV. MONITORING AND REPORTING REOUIItEMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequencies and
locations for the parameters specified in Attachment A.
S. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of high -rate infiltration,
b. Volume of wastewater infiltrated,
c. Field infiltrated,
d. Length of time field is infiltrated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
6. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
7. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply.
8. Monitor wells shall be sampled after construction and within three months prior to initiating waste
disposal operations. Monitor 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 Figure.
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9. For the initial sampling of the well as specified elsewhere in the permit, the Permittee shall submit a
copy of the GW-1 Form (Well Construction Record) that lists this permit number and the appropriate
monitoring well identification number with the Compliance Monitoring Forma (GW-59) for that well.
Initial Compliance Monitoring Forms that do not include copies of the GW-1 form are incomplete
and may be returned to the Permittee without being processed.
10. Two copies of the results of the sampling and analysis must be received on Form GW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh; North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
11. Three copies of all monitoring data [as specified in Conditions IV.3. and IVA.] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Conditions IV.S.] on Form NDAR-1 for every infiltration area shall be submitted on or before the
last day of the following month. If no activities occurred during the monitoring month, monitoring
reports are still required documenting the absence of the activity. All information shall be submitted
to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
high -rate infiltration field and the results maintained on file by the Permittee for a minimum of five
years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
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13. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in or runoff from the high -rate
infiltration areas.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any infiltration area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2, The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary, including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
WQ0033222 Version 1.0 She]] Version 080827 Page 10 of 12

V1. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in ISA NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a formal permit request must be submitted to the Division on official Division forms,
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee within 30 days after being billed by the Division. Failure to
pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to
15A NCAC 02T .0105(e).
Permit issued this the 2151 day of October 2008
NORTH C_AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of dater Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033222
WQ0033222 Version: 1.0 Shell Version 080827 Page 1 I of 12

Permit No. WQ0033222
October 21, 2008
ENGINEERS CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting;
materials.
Signature
Date
Registration No.
WQ0033222 Version 1.0 Shell Version 080827 Page 12 of 12

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent
Permit Number: WQ0033222 Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD. 5-Day (20 Deg. C) -- 00310
10
mg/l
I5
mg/l
Weekly'
Composite
BOD, 5-Day (20 Deg. C) — 00310
10
mg/1
15
mg/l
2 x Month 4
Composite
Chloride (as Cl) — 00940
3 x Year'
Composite
Chlorine, Total Residual — 50060
Daily (5 x week)
Grab
Coliform, Fecal MF, M-FC Broth, 44.5C —31616
14
4/100 ml
25
#/100 ml
Weekly'
Grab
Coliform, Fecal MF, M-FC Broth, 44.5C — 31616
14
#/100 ml
25
#1100 ml
2 x Month 4
Grab
Flow, in Conduit orthruTreatment Plant —50050
27,000
GPD
Continuous
Recording
Nitrogen, Ammonia Total (as N) — 00610
4
mg/1
6
MO
Weekly'
Composite
Nitrogen, Ammonia Total (as N) — 00610
4
mg/1
6
mg/l
2 x Month 4
Composite
N itrogen, Nitrate Total (as N) — 00620
10
mg/l
Weekly '
Composite
Nitrogen, Nitrate Total (as N) — 00620
10
mg/l
2 x Month °
Composite
pH — 00400
6-9
S.U.
Daily (5 x week)
Grab
Solids, Total Dissolved — 70300
3 x Year'
Composite
Solids, Total Suspended — 00530
5
mg-ll
10
mg/1
Weekly'
Composite
Solids, Total Suspended — 00530
5
mg/l
10
mg/l
2 x Month 4
Composite
Turbidity, HCH Turbidimeter -- 00076
10
ntu
Continuous
Recording
1. 3 x Year monitoring shall be conducted in March, July & November.
2. Monthly average for Fecal Coliform shall be a geometric mean
3. Weekly measurements shall be taken from May through September
4. 2 x Month measurements slialI be taken October through April
WQ0033222 Version I.0 Attachment A Page I of 2

WQ00332. .'ersion 1.0 Attachment A e 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Ocean King, LLC — Ocean King Condominiums
Permit Number: WQ0033222 Version: 1.0
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
Ocean Ding, LLC
Carteret
34041' 57"
-76044' 16"
0.056
Corolla -Urban
01284 —Application Surface Irrigation
2.76
3,294
inches
2
Ocean King, LLC
Carteret
34° 41' 57"
-76° 44' 16"
0.055
Corolla -Urban
01284 — Application Surface Irrigation
2.76
3,294
inches
Total
0.11
WQ0033222 Version 1.0 Attachment 13 Page 1 of 2

THIS PAGE BLANK
WQ00332. 'ersion 1.0 Attachment B age 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1 and MW-2
Permit Number: WQ0033222 Version: 1.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Carbon, `fat Organic CfOC) - 00680
mg/l
3 x Year
Grab
1,6
Chloride (as Cl) - 00940
250
mg/l
3 x Year
Grab
CoIitorm, Fecal MF--31616
#/loom]
3 x Year
Grab
Nitrogen, Ammonia Total (as N) - 00610
tug/I
3 x Year
Grab
1
Nitrogen, Nitrate Total (as N) - 00620
10
mg/I
3 x Year
Grab
I
pH - 00400
6.5-8.5
S.U.
3 x Year
Grab
1,2
Phosphorus, Total (as P) - 00665
mg/1
3 x Year
Grab
Solids, Total Dissolved- 180 Deg C - 70300
500
mg/1
3 x Year
Grab
Volatile Organic Compounds (GC/MS) - 78732
mg/l
Annual
Grab
1, 4, 5
Water level, distance from measuring point- 82546
ft
3 x Year
Calculated
1.2. 3
I. 3 X year monitoring shall be conducted in March, July & November, Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shaft 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 retraining 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 62101), 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 Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. if any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office Aquifer Protection Supervisor, telephone
number [phone]. must be contacted immediately for further instructions regarding any additional follow-up analyses required.
If TOC concentrations greater than 10 mg/1 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.
WQ0033222 Version 1.0 Attachment C Page I of 2

7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 1 and this attachment.
WQ0033:L Iersion 1.0 Attachment C 'age 2 of

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STATE OF NUR t ti t;AKu1..JU'4A
COUNTY OF CARTERET
Permit No. 0 a c) D 3 3 z z Z
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this
day of
( z4boK- Z Oby and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and OCEAN
KING LLC, a corporation/general partnership registered/licensed to do business in the State of North Carolina,
hereinafter known as the DEVELOPER.
1'.11100+X9:0oval
1. The DEVELOPER is the owner of the certain lands lying in Carteret County, upon which it is erecting and
will erect dwelling units and other improvements, said development to be known
as OCEAN KING CONDOM 41UMS (hereinafter the Development)-
2- The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shalt create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the OCEAN KING CONDOMINIUM OWNERS' ASSOCIATION hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein_
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPERs successor.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such find shall be separate from the routine maintenance fiords allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate find are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
A - �` I IV
rMe ne H Sullins, Director
Division of Water Quality
FM
, LLC �1
:LOPED
if
A. B. COOPER, JR.
Print Name and Title
(Date) (Date)

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Atlantic Beach, NC 28512
ATLMM OCEW Attn: A.B. Cooper, Jr.
(252) 726 -2865
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