WQ0029653_Final Permit_20080223

February 22, 2008
WILLIAM STILLWAGON — PRESIDENT
RIAL CORPORATION
POST OFFICE BOX 248
MERRY HILT.., NORTH CAROLINA 27957
Dear Mr. StilIwagon:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0029653
Innsbrook Golf & Marina WWTP
Wastewater Surface Irrigation
Bertie County
In accordance with your permit modification request received November 26, 2007, and
subsequent additional information received January 17, 2008 and January 25, 2008, we are forwarding
herewith Permit No. WQ0028653, dated February 22, 2008, to the Rial Corporation for the construction
of the subject wastewater treatment and surface irrigation facilities. This modification includes the
removal of the 5-day upset pond, the 5-day upset pond pump station, and the turbidity meter thereby
reclassifying the facility as a surface irrigation system. This modification also includes the substitution of
the 182.5 acres of reclaimed irrigation fields with 73.15 acres of surface irrigation fields.
This permit shall be effective from the date of issuance until March 31, 2011, shall void Permit
No. WQ0029653 issued June 15, 2007, 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 effluent sampling parameters and frequencies have been
changed (Attachment A). Please note that the requirement for an amended Bylaw's of the Innsbrook
Homeowners' Association in order to comply with the requirements in the Operational Agreement is
required prior to operation of the facility.
Please be advised that the Division does not agree with the calculated nitrogen loading rate.
However, it has been determined that the rate will be less than the realistic yield.
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.
N8 rthCarolina
�Qtlll'GX��j�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-I636 Telephone : [phone]
Internet: www.newatergualitv.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper Customer Service: [phone]

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Matthew Fleahman at [phone] or
[e-mail].
cc: Bertie County Health Department
Washington Regional Office, Aquifer Protection Section
David T. Upchurch, PE — Hobbs, Upchurch & Associates
Technical Assistance and Certification Unit (with rating sheet attached)
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Rial Corporation
Bertie County
FOR THE
construction only of a 150,000 gallon per clay (GPD) wastewater treatment system consisting of,
a mechanical bar screen with 1/8-inch spacings and an auxiliary manually cleaned bar screen; an
electromagnetic influent flowmeter; a screw type grit classifier and removal system; two (2) 25,000
gallon aerated flow equalization basins served by two (2) 70 cubic feet per minute (CFM) positive
displacement blowers; a 5,640 gallon influent pump station with three (3) 35 gallon per minute (GPM)
sewage grinder pumps serving one (1) 50,000 GPD treatment train; a 5,640 gallon influent pump station
with three (3) 70 gallon per minute (GPM) sewage grinder pumps serving two (2) 50,000 GPD treatment
trains; three (3) 2,200 gallon anoxic basins with three (3) 1.2 horsepower (hp) submersible mixers; three
(3) 11,000 gallon aeration basins served by three (3) 140 GPM recycled activated sludge (RAS) pumps,
three (3) 140 GPM waste activated sludge (WAS) pumps and six (6) 171 CFM positive displacement
blowers; three (3) 3,280 gallon dual cassette membrane bio-filters served by six (6) 60 CFM positive
displacement membrane air scour blowers; three (3) 600 gallon clearwells; a sodium hydroxide,
hypochlorite and citric acid chemical feed system; a 34,000 gallon aerobic digester served by one (1) 137
CFM positive displacement blower; an ultraviolet (UV) disinfection system consisting of two (2) banks
with eight (8) lamps each; an electromagnetic effluent flowmeter; an effluent sampling station; a
permanent auxiliary power source (i.e., standby generator); and
construction only of a 150,000 gallon per day (GPD) surface irrigation system consisting of:
a 6.22 million gallon clay lined wet weather storage pond; a 3.12 million gallon clay lined weather
storage pond; an effluent pump station with two (2) 865 GPM pumps; approximately 73.15 acres of
irrigation fields located within nine (9) irrigation zones; and all piping, valves and appurtenances;
to serve 1,188 bedrooms on 396 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 November 26, 2007, 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.
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This permit shall be effective from the date of issuance until March 31, 2011, shall void Permit No.
WQ0029653 issued June 15, 2007, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
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 o_f_egmpletion 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.
2. The Washington Regional Office, telephone number [phone] shall be notified at least forty-
eight (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 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.
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 operation, the
Permittee shall submit the Bylaws to meet the requirements specified in the Operation Agreement,
and shall be approved by the Division of Water Quality.
4. Prior to any construction on the spray irrigation fields, all existing monitor well(s) shown on the plans
shall be permanently abandoned. The well(s) must be abandoned by either a North Carolina Certified
Well Contractor, the individual property owner, or the individual property lessee according to General
Statutes 87-98.4(b)(2). If the abandonment is not performed by a certified well contractor, the
property owner or lessee must be an individual person as defined by North Carolina General Statutes
87-98.2(3), must physically perform the actual well abandonment activities, and must abandon the
well(s) according to the North Carolina Well Construction Standards (15A NCAC 02C .0113) and
local county rules
Monitoring wells MW-I, MW-2, and MW-3 shall be approved by the Washington Regional Office,
telephone number [phone] prior to installation and installed prior to beginning waste disposal
operations. The regional office shall be notified at least forty-eight (48) hours prior to (excluding:
weekends and holidays) the construction of any monitoring well. Such notification to the regional
Aquifer Protection 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 well(s) shall be constructed such that
the water level in the well is never above or below the screened (open) portion of the well at any time
during the year and in accordance with 15A NCAC 02C .0108. See also well construction form
submittal requirements in Section IV . of this permit.
6. Within sixty (60) days of completion of all monitoring well(s), 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(s) must include the following information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal area(s).
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.
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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
7. The 182.6 acres of reclaimed irrigation fields shall be returned to the facility description contingent
upon the submission of a permit modification. The permit modification shall consist of a soils report
addressing loading rates based on existing site conditions, the construction of a 5-day upset pond, the
addition of a turbidity meter, and a request to reclassify the facility as a reclaimed water treatment and
utilization system.
8. No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal
of this permit on official Division form(s). Upon receipt of the request, the Division 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. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
H. PERFORMANCE STANDARDS
1. The surface irrigation 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 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, 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.
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. The Permittee shall harvest and remove the Bermuda hay from the spray irrigation fields. During the
winter month, rye grass shall be overseeded per the recommendation of the soil scientist.
5. Effluent limitations shall not exceed those specified in Attachment A,
6. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
7. 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.
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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9. 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. 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.
11. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for Irrigation sites shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Any habitable residence or place of public assembly owned by the permittee: 200
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii.Any property line:
150
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii.Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
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: 100
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
12. The Operational Agreement (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.
III. OPERATION AND MAINTENANCE RE UTREMENTS
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 .0507 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
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2. Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Perrnittee 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 year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
7. No type of wastewater other than that from Innsbrook Golf and Marina WWTP shall be irrigated onto
the irrigation area.
8. 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.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
10. Public access to the land application sites shall be controlled. Such controls may include the posting
of signs showing the activities being conducted at each site.
11. 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 .0508.
12. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
13. Freeboard in the two wet weather storage basins shall not be less than two feet at any time.
14. A waste -level gauge, to monitor waste levels in the two wet weather storage basins, shall be provided.
This gauge 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 the lowest point on top of the dam elevations. Caution must be taken not
to damage the integrity of the liner when installing the gauge.
15. A protective vegetative cover shall be'established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
IV. MONITORING AND REPORTING REQUIREMENTS
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.
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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 frequency(ies) and
location(s) for the parameter(s) specified in Attachment A.
5., 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 irrigation,
b. Volume of wastewater irrigated,
c. Field irrigated,
d. Length of time field is irrigated,
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. Freeboard (waste level to the lowest elevation on the top of the embankment) in the two wet weather
storage basins shall be recorded weekly.
7. Monitor wells shall be sampled after construction and within 3 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 rpapping, well construction forms, well abandonment
forms and monitorin data shall refer to the permit number and the well nomenclature as provided in
Attachment C.
8. 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 Form (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.
Two (2) 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.
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10. Three (3) copies of all monitoring data [as specified in Conditions N. 3. and IV. 4.] on Form. NDMR
for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions IV.
5 and IV. 6.] on Form NDAR-1 for every field 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
11. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation 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 Hun-& Matter
Sodium
Co2per
PH
Zinc
Magnesium
Base Saturation y calculation
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
12. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. 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 the irrigation field or runoff
from the irrigation fields.
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 field.
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.
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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.
VI. 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 15A 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 forrn(s),
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 thirty (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).
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Permit issued this the 22th day of February 2008
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
jeColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029653
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Permit No. WQ0029653
February 22, 2008
EN( -,I VEER'S CERTIFICATION
Partial 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 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 pennit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Effluent
Permit Number: WQ0029653 Version: 1.2
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
Nitrogen, Nitrate Total (as N) - 00620
2 X month
Composite
Chloride (as Cl) - 00940
3 X yeard
Composite
BOD, 5-Day (20 Deg. C) - 00310
30
mg/l
2 X month
Composite
Nitrogen, Ammonia Total (as N) - 00610
15
mg/l
2 X month
Composite
pH - 00400
5 X Week
Grab
Solids, Total Suspended - 00530
30
mg/l
2 X month
Composite
Solids, Total Dissolved - 70295
3 X year
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
b
2 X month
Grab
Flow, in conduit or thru treatment plant - 50050
150,000
gpd
Continuous
Recorder
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
eMonthly average for fecal coliform 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.
d 3 X year sampling shall be conducted during March, July and November.
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WQ0029U, version 1.2 Attachment A ;e 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0029653 Version: 1.2
Rial Corporation -- Innsbrook Golf & Marina WWTP
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Owner
County
Latitude
Longitude
Net
Dominant
Parameter
Rate
Yearly
Units
Basin
Acrea a
Soil Series
Max
1
Rial Corporation
Bertie
35°59`04"
76°42'57"
11.92
Norfolk sandy loam, 0
01284 - Application Surface
0.3
41.69
Inches
to 2% slopes
Irrigation
2
Rial Corporation
Bertie
35059'09"
76°42'48"
9 5g
Norfolk sandy loam, 0
01284 - Application Surface
0.3
43.45
Inches
to 2% slopes
Irrigation
3
Rial Corporation
Bertie
35059'04"
7604249"
8.62
Norfolk sandy loam, 0
01284 - Application Surface
0.3
13.7I
inches
to 2% slopes
Irrigation
4
Rial Corporation
Bertie
35059'07"
76°42'35"
9.99
Norfolk sandy loam, 0
01284 - Application Surface
0.3
41.7
Inches
to 2% slopes
Irrigation
5
Rial Corporation
Bertie
35°58'50"
76°4253"
6.28
Goldsboro sandy loam,
01284 - Application Surface
0.3
18.18
Inches
0 to 3 /o slopes
Irrigation
6
Rial Corporation
Bertie
35058'58"
76042'46"
8.16
Goldsboro sandy loann,
01284 - Application Surface
0.3
14.71
Inches
0 to 3 /o slopes
Irrigation
7
Rial Corporation
Bertie
35058'60"
76°42'37"
7.14
Norfolk sandy loan, 0
01284 - Application Surface
0.3
42.38
Inches
to 2% slopes
Irrigation
8
Rial Corporation
Bertie
35°58'55"
76042'41"
5.36
Goldsboro sandy loam,
01284 - Application Surface
0.3
12.54
Inches
0 to 3 /o slopes
Irrigation
9
Rial Corporation
Bertie
35058'52"
76042'40"
6.10
Goldsboro sandy loam,
01284 - Application Surface
0.3
13.19
Inches
0 to 3 /o slopes
Irrigation
Total
73.15
WQ0029653 Version 1.2 Attachment B Page 1 of 2

THIS PAGE BLANK
WQ0029, Version 1.2 Attachment B °age 2 of 2

ATTACHMENT C -- GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1, MW-2, MW-3
Permit Number: WQ0029653 Version: L2
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
3 X year
Calculated
a, b, c, e
pH - 00400
6.50
8.50
3 X year
Grab
a, b, c, e
Colifotm, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
a, c, e
Solids, Total Dissolved- I80 Deg.0 - 70300
500.00
3 X year
Grab
a, c, e
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
a, c, ,d, e
Chloride (as Cl) - 00940
250.00
3 X year
Grab
a, c, e
Nitrogen, Ammonia Total (as N) - 00610
Nitrogen, Nitrate Total (as N) - 00620
10.00
3 X year
3 X year
Grab
Grab
a, c, e
a, c, e
a. 3 X year monitoring shall be conducted in March, July & November.
b. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
c. 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.
d. If TOC concentrations greater than 10 mg/l 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 mgll, 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.
e. Monitoring wells shall be reportedd consistent with the nomenclature and location information provided in this attachment.
WQ0029653 Version 1.2 Attachment C Page 1 of 1

SR_ 1502 __S��
REV&ONS
SCRIPTIGN
IRRIGATION ARE/
7NG 'S 'S
1 � 1
,
IRRIGATION PRECIPITATION 's
CONTROLLER
,
5 1
' I
1
,
;INNSBROOK
TREATMENT PLANT
SITE
,
5 '
' 4
1 f
- .�,F,
1
'RJR TECHNICAL COMPANY
�- .... 08 801 PG
900 I ;.
v - ,•;i, -
20' EFFLUENT MAIN 1 r•�.
EASEMENT
DELINIATED WETLAND
EX. PROPERTY L '�
BOUNpARY
BOUNDRY TYP.
EX. PROPERTYi
i
BOUNDRY TYP. �*
[ +
ONE 2
l
D E 4 MARJORIE P. CAPEHART
�.I DE 685 PG 381
'F 100' TYP. BUFFER FROM
EDGE OF WETLANDS
JOHN W. BOND
`
ZONE 3
DB 139 PG 570
r
PROPER7( BOUNCRY
TYP.
,s �
11 i1 11
ZONE
ZONE 8
PROPERTY BOUNDRY
[..S
3 TYP.
1• w /
' i
f 100' WLN, TYP. BUFFER FROM 'r/'s'
r ZON 9 EDGE OF WETLANDS' +
2.
S
ZONE 5
�;
150' BUFFER OFF
Is
OF PROPERTY LINE (TYP.)
..
, 30' ACCESS
EASEMENT
ZONE BOUNDRY
1
TYP.
EX. PROPERTY
BOUNDRY TYP.
INNSBROOK FUTURE
N DEVELOPMENT'
INNSBROOK GOLF AND MARINA
WASTEWATER TREATMENT PLANT
SPRAY IRRIGATION SYSTEM
BERTIE COUNTY, NORTH CAROLINA
FINAL DRAWINGS -
NOT RELEASED FOR CONSTRUCTION
RECEIVED 1 DENR 1 DW,
IF.
JAIL' 17 2008
SCAI-E: 1' = 400'
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