WQ0029653_Final Permit_20060403 (46)

A Michael F. Easley, Governor
William G. Ross .lr., Secretary
i North Carolina Department of Environment and Natural Resources
Q C Alan W. Klimek, P.E. Director
Division of Water Quality
April 3, 2006
WILLIAM C. STILLWAGON — PRESIDENT
RIAL CORPORATION
POST OFFICE BOX 249
MERRY HILL, NORTH CAROLINA 27957
Subject: Permit No. WQ0029653
Innsbrook Golf & Marina WWTP
Wastewater Treatment and
Reclaimed Water Utilization System
Bertie County
Dear Mr. Stillwagon:
In accordance with your permit application received January 3, 2006, and subsequent additional
information received January 31, 2006, February 21, 2006 and March 14, 2006, we are forwarding
herewith Permit Number WQ0029653, dated April 3, 2006, to Rial Corporation for the construction only
of the subject wastewater treatment and reclaimed water utilization system.
This permit shall be effective from the date of issuance until March 31, 2011, 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 that the submitted Bylaws of the Innsbrook Homeowners' Association do not meet
the requirements specified in the submitted Developer's Operational Agreement. Prior to
transferring the permit to the Innsbrook Homeowners' Association, the Permittee shall ensure that
the Bylaws meet the requirements specified in the Operation Agreement.
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 thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being
information concerning this matter, please contact Nathaniel I
Si
,Alan W
F
ded to you. If you need additional
rg at (919) 7I5-6160.
Klimek, E.
CC' Bertic County Health Department
Washington Regional Office, Aquifer Protection Section
Joseph McGougan, PE — Hobbs, Upchurch & Associates, PA
Technical Assistance and Certification Unit
Aquifer Protection Central Files
LAU Files NorthCarolina
�atura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr..State.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION 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
Rial Corporation
Bertie County
FOR THE
construction only of a 50,000 gallon per day (GPD) wastewater treatment system consisting of
a 12,850 gallon aerated flow equalization basin with two (2) 30 gallon per minute (GPM) pumps and one
(1) 13 cubic feet per minute (CFM) blower; a flow splitter box with overflows to the flow equalization
basin; an influent flow meter; a grit removal chamber; a mechanically cleaned bar screen with 118 inch
spacings; an auxiliary manually cleaned bar screen; one (1) 1,820 gallon anoxic basin; two (2) 5,500
gallon aeration basins served by two (2) 171 CFM blowers and two (2) mixed liquor pumps; a 3,280
gallon membrane biological reactor (MBR); a 600 gallon clearwell with a backwash permeate pump; a
28,230 gallon aerated sludge holding basin with one (1) 200 GPM pump and a 5 CFM blower; an
ultraviolet disinfection system with eight (8) lamps; an effluent flow measuring device; an effluent
monitoring device; a turbidimeter and a permanent auxiliary power source; an approximately 400,000
gallon clay lined upset pond; the
construction only of a 50,040 gallon per day (GPD) reclaimed water utilization system consisting of an
approximately 2.59 million gallon clay lined reclaimed water wet weather storage pond; an effluent pump
station with two (2) 865 GPM pumps; approximately 182.5 acres of irrigation fields located within
twenty-four (24) irrigation zones; and all piping, valves and appurtances;
to serve 357 bedrooms on 119 lots and 180 seats at the Innsbrook Golf Clubhouse & Pro Shop with no
discharge of wastes to the surface waters, pursuant to the application received January 3, 2006 and
subsequent additional information received by the 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 March 31, 2011, and shall be subject
to the following specified conditions and limitations:

1. PERFORMANCE STANDARDS
1. Upon completion of site grading and shaping, but prior to construction of the irrigation facilities,
a licensed soil scientist shall conduct an amended site evaluation. This report shall specifically
address, but not be limited to, the effects of grading/construction upon the original site evaluation,
and shall be submitted to the Washington Regional Office (WaRO) Aquifer Protection Section.
The evaluation should include an investigation of key areas of grading, including soil features
such as depth to seasonal high water table, depth to fractured bedrock, soil series, and similar soil
features. The report should address the site suitability to ensure the protection of groundwater
and the appropriateness of the permitted irrigation rate. Upon completion of site grading and
shaping, the soil scientist shall contact the WaRO to inquire whether or not it will be necessary
for staff to perform a revised site visit. No wastewater shall be introduced into the treatment
system until written approval from the Division of Water Quality is received.
2. After construction of the irrigation system, the Permittee shall subunit a modification request to
the Division for operation of the subject facility. This request shall consist of detailed plans and
specifications noting the location of the constructed drainage system.. Calculations and proposed
instantaneous and annual loading rates shall be modified as necessary to account for lost
irrigation area due to buffering around the open drains.
3. Upon completion of construction and prior to operation of this permitted facility, a certification
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. If this proiect 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 Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636.
4. The Washington Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the 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.
5. The reclaimed water utilization facilities shall be effectively maintained and operated at all times
so that there is no discharge to the surface waters, nor any contamination of ground waters, which
will render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality (Division), such as
the construction of additional or replacement wastewater treatment and disposal facilities.
6. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface water or ground water resulting from the operation of this facility.
7. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
8. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.

9. The following buffers shall be maintained:
a. 100 feet between wetted areas and water supply wells,
b. 100 feet between wetted areas and waters classified as SA,
c. 25 feet between wetted areas and surface waters not classified as SA,
d. 100 feet between wastewater treatment units and wells,
e. 50 feet between reclaimed water storage/irrigation ponds and property Iines, and
f. 50 feet between wastewater treatment units and property lines.
10. Public access to the irrigation sites shall be controlled during active site use. Such controls may
include the posting of signs showing the activities being conducted at each site. A sign shall be
posted in plain sight in the clubhouse showing these activities.
11. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition I1(4) of this permit.
12. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn
the public or employees that the water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded,
taped, or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED
WATER — DO NOT DRINK" or be installed with a purple (i.e., Pantone 522)
identification tape or polyethylene vinyl wrap. The warning shall be stamped on opposite
sides of the pipe and repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines,
fastened at least every 10 feet to each pipe length and run continuously the entire length
of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand-operaied connections) shall not be
present. Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled
as being of non -potable quality. As an alternative to the use of locked below -grade vaults
with standard hose bibs services, hose bibs, which can only be operated by a special tool or
connected to a special hose connection, may be placed in non -lockable underground services
boxes clearly labeled as non potable water.
II. OPERATION AND MAINTENANCE REQUIREMENTS
I . The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation 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 8G .0201 _ The
ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this
permit and shall comply with all other conditions specified in these rules.
3. A suitable, year-round vegetative cover shall be maintained on the irrigation areas.

4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. 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.
7. The application and instantaneous loading (i.e. dosing rate) rates shall not exceed the following:
Irrigation Zone
Area
(acres)
Dominant Soil Series
Instantaneous
Loading Rate
inches/dose)
Annual Loading
Rate
(inches/year)
1
7.43
Craven Lenoir
0.4
20.0
2
7.39
Craven Lenoir
0.4
20.0
3
7.22
Craven Lenoir
0.4
20.0
4
7.54
Craven Lenoir
0.4
20.0
5
4.75
Craven Lenoir
0.4
20.0
6
5.24
Craven Lenoir
0.4
20.0
7
4.02
Craven Lenoir
0.4
20.0
8
3.82
Craven Lenoir
0.4
20.0
9
3.82
Craven Lenoir
0.4
20.0
10
5.24
Craven Lenoir
0.4
20.0
11
10.01
Craven Lenoir
0.4
20.0
12
8.26
Craven Lenoir
0.4
20.0
13
15.93
Craven Lenoir
0.4
20.0
14
8.12
Craven Lenoir
0.4
20.0
15
8.66
Craven Lenoir
0.4
20.0
16
10.12
Craven Lenoir
0.4
20.0
17
10.45
Craven Lenoir
0.4
20.0
18
4.81
Craven Lenoir
0.4
20.0
19
8.21
Craven Lenoir
0.4
20.0
20
9.45
Craven Lenoir
0.4
20.0
21
8.52
Craven Lenoir
0.4
20.0
22
4.64
Craven Lenoir
0.4
20.0
23
7.11
Craven Lenoir
0.4
20.0
24
11.73
Craven Lenoir
0.4
20.0
Total
182.50
8. An automatically activated standby power source 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.
9. No type of wastewater other than that from the Innsbrook Golf & Marina WWTP shall be
irrigated onto the irrigation area.
4

10. Freeboard in the wet weather storage and 5-day upset ponds shall not be Iess than two (2) feet at
any time.
11. Waste -level gauges, to monitor waste levels in the wet weather storage and five day upset ponds,
shall be installed prior to operation. These gauges shall have readily visible permanent markings
indicating the maximum liquid level at the top of the temporary liquid storage volume, minimum
liquid level at the bottom of the temporary liquid storage volume, and top of the darn elevations.
Caution must be taken not to damage the integrity of the liner when installing the gauge.
12. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs,
erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation
shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin
embankment areas shall be kept mowed or otherwise controlled and accessible.
13. All wastewater shall be routed to the five-day holding pond should the limit for fecal coliform
(daily maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10
NTU) be exceeded, until such time that the problems associated with the treatment capability of
the wastewater treatment plant have been corrected. The wastewater in the five-day holding pond
shall be pumped back to the treatment plant for re -treatment or treated in the five-day pond prior
to discharge to the storage pond.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to insure surface and ground water protection will be established and
an acceptable sampling reporting schedule shall be followed.
2. Muent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appiopriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent 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
c. Percent from true flow

3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter
Monthly Averages
Daily (Instantaneous) Maximum c
Flow
50,040 GPD
BOD5 (5-day, 20°C)
10 mg/1
15 mg/1
NH3 as N
4 mg/l
6 mg/1
TSS
5 mg/l
10 mg/1
Fecal Coliform
14 per 100 ml b
25 per 100 ml
Turbidity J.
10 NTU
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
a Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples
collected during the reporting period.
b
Monthly average for fecal eoliform shall be the geometric mean of all samples collected
during the reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting
period.
The Permittee shall monitor the effluent from the subject facilities at a point prior to irrigation for
the following parameters:
Parameter
Sampling Point
Sampling Frequency
Type of Sample
Flow
Influent or Effluent
Continuous
Recording
Turbidity
Effluent
Continuous
Recording
BOD5 (5-day, 20°C)
Effluent
2/Month
Composite
NH3 as N
Effluent
*2/Month
Composite
TSS
Effluent
2/Month
Composite
Fecal Coliform
Effluent
2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
NO3
Effluent
*'Triannually
Grab
TDS
Effluent
Triannually
Grab
TOC
Effluent*Triannually
Grab
Chloride
Effluent
**Triannually
Grab
PH
Effluent
*Triannually
Grab
* 2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
** Triannually sampling shall be conducted during March, July and November.
If Groundwater sampling indicates or predicts problems with the compliance with Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
6

4. The Permittee shall maintain adequate records tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to the following information:
a. Date and time of irrigation,
b. Volume of wastewater irrigated,
c. Zone irrigated,
d. Length of time zone is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Weather conditions, and
g. Maintenance of cover crops.
5. Freeboard in the wet weather storage and 5-day upset ponds shall be recorded weekly.
6. Three (3) copies of all monitoring data [as specified in Conditions 11I(2) and I[1(3)] on Form
NDMR-1 and three (3) copies of all operation and disposal records [as specified in Conditions
III(4) and II1(5)] on Form NDAR-1 shall be submitted monthly on or before the last day of the
following month. All information shall be submitted to the following address:
NC Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. 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.
8. A maintenance log shall be maintained at this facility including but not limited to the following
items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations of the plant and.plant site.
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.).
d. Date of calibration of flow measurement device.
e. Date and results of power interruption testing on alternate power supply.
9. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number
[phone], 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:
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.
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.
Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.

d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Occurrences outside normal business hours may also 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 (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.
IV. GROUNDWATER REQUIREMENTS
1. The wet weather storage and five-day upset ponds shall have either a liner of natural material at
least one (1) foot in thickness and having a hydraulic conductivity of no greater than 1 x 10"6
centimeters per second when compacted, or a synthetic liner of sufficient thickness to exhibit
structural integrity and an effective hydraulic conductivity no greater than that of the natural
material liner, according to 15A NCAC 2H .0219(f).
2. The COMPLIANCE BOUNDARY and REVIEW BOUNDARY for the waste disposal area(s) is
specified by regulations in ISA NCAC 2H, Waste Not Discharged to Surface Waters, specifically
.0219(k)(1)(C)(i)(III). The Compliance Boundary and the Review Boundary for groundwater
shall be established at the property boundary. An exceedance of Groundwater Quality Standards
at or beyond the Compliance Boundary is subject to remediation action according to 15A NCAC
2L .0106(d)(2).
3. Waste shall not be applied or discharged onto or below the land surface when the vertical
separation between the waste and the seasonal high water table is less than one (1) foot.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. The Pemittee 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 three 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.
R

VI. GENERAL CONDITIONS
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.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The Operational Agreement 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 Pen-nittee 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.
4. This permit is not transferable. 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 accompanied by an application fee, 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.
5. 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.
6. 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) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 2B.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 213.0200 and 2H .0500.
7. The Permittee shall retain a set of approved plans and specifications for the subject facility for the
life of the project.
8. The Permittee shall pay the annual administering and compliance fee within thirty days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action
to revoke this permit as specified by 15 NCAC 2H .0205 (c)(4).
9_ The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the facilities
described therein, and if warranted, will extend the permit for such period of time and under such
conditions and limitations as it may deem appropriate.
Permit issued
NOR
3rd day of April, 2006
AL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029653

Permit No. WQ0029653
April 3, 2006
ENGINEER'S CERTIFICATION
Parti al Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Naine
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.
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WQ0029653 - Innsbrook Golf & Marina WWTP
934 Sutton Road
Merry Hill, NC 27957
Latitude: 35° 59' 40" Longitude: -760 41' 56"
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STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Ri a 1 Corporation , a corporation/general partnership registeredllicensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Berti e County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Innsbrook Golf and Marina, LLC (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 pen -nit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall 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 or 47F of the North Carolina General Statutes.
�. The DEVELOPER has caused to be formed or will cause to be fanned at the time of Inns Homeowners' Aociatlon
filin of tie .
�s
Declaration, the (Enter Proposed Unit 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
DEVELOPER's 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 fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund 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
Alan W. Klimek, P.E., Director
Division of Water Quality
Rial Corporation
Nameo DEVELO
B
(Signature)
William C. Stillwa on, President
Print Name and Title
(Date) (Date)

WATER POLLUTION CONTROL SYSTEM OPERATORS
CERTIRC ATION COMMISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FA CILTTY INFORMATION -
NAME ' OF FACILITY:
MAILING ADDRESS: yf) 2-H
COUNTY: _ r --
CONTACT PERSON: M1I � m Sb 1 i UdDr-4-) TELEPHONE:
PERMIT NO: �� �� 0021 La Check. One: NC -wQ HEALTH DP
ORC: J`� �'4r � T _ TELEPHONE:
RATING INTFORMATION: (Before =inplc n,- this sevtion, p1case refer to pages 2—`)
� ! mZVIIVJZII�w�
CF cCK CLASSIFICATION: WASTEWATER 1
COLLECTIONT: I e \
BNR? YES < NO -
? 3 4X
2 3 4
SPRAY IRRIGATION SUBSLRFACE LAND APPLICATION
PHYSICAL/CIEMICAL GRADE I GRADE H
RATED BY: REGION: i (� DATE:
REGIONAL OFFICE TELEPHONE NC.-jVMER: t2 3 8 Y3 ExT:

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS
- Septic tmVsand Ater systems
- Biological lagoon systems
Constructed wetlands and associated appurtenances
Grade II Biological WPCS
- Systems that utilize an activated sludge or fixed growtn process vdth a permitted flow
less than or equal to 0.5 million gallons per day (r gd)
Grade III Biological. WPCs
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of gre-ater than 0.5 through 2-5 million gallons per day (m d)
- Grade II systems that are requi -d to achieve biological nutrient reduction
Grade IV Biological WPCs
- Systems that utilizing an activated sludge or wed growth process with a permitted flow
of grratez 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 nitrog en or total phosphorous hz an acrivated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
Same grade as biological water pollution control system. Grade of system: V
V Based on population served:
X. 1,500. or Less = Grad: I
1,501 to 15,000 = Grade a
15,001 to 50,000 = Gvade III
50,001 or -more = Grad-- IV

Classification of Spray Irrigation Water Pollution Control Systems:
.N Systems 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 Iisted 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 Pbvsical/Cbeinical Water Pollution Control Treatment Systems:
Grade I Physical/Chemical: Any water pollution control system that utilizes a pdmarily
physical process to treat wastewater. This classification includes groundwat:;r
remediiation systems. **
Grade H Physical/Chemical: Any water pollution control system that utilizes a primarily
chemical process to treat wastewater. This classif cation includes reverse osmosis.
electrodialysi.s, and uitrafiitratiou systems. **
"Any water pollution control system that utilises a phyicaUch—,mical process to er�rzance an
activated sludge orfized growth process, shall not be subject to additional classijcari.on.
Classification of Subsurface Water Pollution Control Systems:
Systems which utilize the soil for subsurface treatment and disposal of wastewat r
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 maybe classified wider Rules .0302 through _0307 of this section shall be
subject to addional class cation.

Definitions
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 wastewaterto the water pollution
control system.
Electrodialysis System - shall mean a system uLiizing 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, g}-avimetric sedimentation, floahon, and
filtration as a means of treatment.
Reverse Osmosis System - shall m= a system which utilizes solutions and semipenuable
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 infonmtion and definitions.