WQ0031749_Final Permit_20070717

��� W A ��Q Michael F. Easley, Governor
' William G. Ross Jr„ Secretary
Nnrth Carntina rlrnnrtmrnt of Fnuir­nt and Tlah.ral t7 ACnrrnc
WF•���
Q Coleen H. Sullins Director
July 17, 2007
LINWOOD JONES — VICE PRESIDENT
DEUCE INVESTMENTS, INC.
P.O. Box 595
SELmA, NORTH CAROLINA 27576-0595
Dear Mr. Jones:
Division of Water Quality
Subject: Permit No. WQ0031.749
The Village of Folkstone
Wastewater Treatment and
High -Rate Infiltration System
Onslow County
In accordance with your permit application received on June 12, 2007, and subsequent additional
information received July 11, 2007, we are forwarding herewith Permit No. WQ0031749, dated July 17,
2007 to Deuce Investments, Inc. for the construction and operation of the subject wastewater treatment
and higb-rate infiltration facilities. Please pay special attention to the following condition:
• Condition I.1. requires that a licensed Geologist inspect the basin following excavation and
prior to infiltration, in order to verify that the geologic material present will be capable of
receiving the wastewater at the permitted loading rate.
This permit shall be effective from the date of issuance until June 30, 2012, 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.
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.
t
Carol'na
Aquifer Protection Section 1636 Mail service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwaterqualitv.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]

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Lori Veal at (919) 715-61 7 or [e-mail].
Sine re ,
Coleen H. Sullins
cc: Onslow County Health Department
Wilmington Regional Office, Aquifer Protection Section
Randy Sipe -- Washington Regional Office, Aquifer Protection Section
Joseph S. Hill, Jr., PE, - Joseph S. Hill, Jr. Associates
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
Deuce Investments, Inc.
Onslow County
FOR THE
construction and operation of a 100,000 gallon per day (GPD) high -rate infiltration treatment and disposal
facility consisting of:
a manual bar screen with 1-inch spacing, one (1) 40,000-gallon aerated flow equalization basin with one
(1) 55 cubic feet per minute (CFM) blower, dual 240 gallon per minute (GPM) transfer pumps, and a high
water alarm; one (1) flow splitter box with inclined bar screen and drying rack; two (2) 11,600=gallon
anoxic tanks each with one (1) 1.2 horsepower (hp) submersible mixer; two (2) 62,500-gallon aeration
tanks each with one (1) 3.5 hp submersible mixer; three (3) 308 CFM blowers for main plant air supply;
two (2) airlift pumps for anoxic recycle supplied by one (1) 40 CFM blower; a chemical feed system for
polymer addition; two (2) 8,750-gallon hopper bottom -clarifiers with two (2) sludge recycle airlift pumps
and an airlift skimming device; two (2) 12,220-gallon aerated sludge holding tanks served by the main
plant blowers; one (1) tertiary sand filter with two 35 ft2 cells with a loading rate of 1.0 gallons per minute
per square foot (gpm/ft); one (1) 5,250-gallon clear well with dual 525 GPM backwash pumps; one (1)
5,250-gallon mud well with dual 85 GPM backwash return pumps and a high water alarm; an air -scour
system with one (1) 70 CFM blower for providing air scour to the filter prior to backwash; one (1)
ultraviolet disinfection unit with 3 modules, each module having two (2) lamps each; one (1) 5,300-gallon
chlorine contact tank for back-up tablet chlorination; one (1) effluent flow meter; one (1) turbidity meter;
one (1) 0.50 million gallon (MG) 5-day upset pond with dual 90 GPM return pumps; one (1) 90-kilowatt
(kW) gas -powered emergency generator; two (2) 270 GPM effluent pumps; one (1) 39,652 ft2 high -rate
infiltration basin with a loading rate of 1.261 gpd/ft2, one (1) 41,129 fe high -rate infiltration basin with a
loading rate of 1.216 gpd/ft2 and 3,060 linear feet of 8-inch perforated PVC groundwater lowering drain;
and a groundwater lowering primp station with dual 290 GPM dewatering pumps;
to serve 831 bedrooms on 277 lots at The Village of Folkstone Subdivision, with no discharge of wastes
to the surface waters, pursuant to the application received June 12, 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 fled 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 June 30, 2007, and shall be subject to
the following specified conditions and limitations:
WQ0031647 Version 1.0 Shell Version 070220 Page I of 9

I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
Upon completion of excavation, the basin shall be inspected by a licensed Geologist to verify that the
geologic material present will be capable of receiving the wastewater at the permitted loading
rate. The results of this inspection and the required verification shall be signed, sealed and
submitted to the Aquifer Protection Section, Land Application Unit, 1636 Mail Service Center,
Raleigh, NC 27699--1636. The requested information must be received and acknowledged in writing
by the Aquifer Protection Section prior to the operation of the subject facility.
2. 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
you
, cifiedyu shall retain the responsibility to track further
be completed in phases and Martially certified,
, ,,... .,, .. , , ,. .
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.
3. 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.
4. Within 60 days of permit issuance, monitor well(s) OW-1 through OW-9 shall be permanently
abandoned. Within 30 days of abandonment, a Well Abandonment Record (GW-30 form) that lists
this permit number and the appropriate monitoring well identification number shall be completed for
each well abandoned and mailed to N.C. Division of Water Quality, Aquifer Protection Section, 1636
Mail Service Center, Raleigh, N.C. 27699-1636. The well(s) must be abandoned by a North Carolina
Certified Well Contractor according to the North Carolina Well Construction Standards (15A NCAC
02C .0113) and local county rules.
5. A waste -level gauge, to monitor waste levels in the five-day upset pond and the high rate infiltration
basins shall be installed prior to operation.
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 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.
7. 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.
WQ0031647 Version 1.0 Shell Version. 070220 Page 2 of 9

II. PERFORMANCE STANDARDS
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 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. Effluent limitations shall not exceed those specified in Attachment A.
4. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
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.
6. 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.
7. 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).
8. 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.
WQ0031647 Version 1.0 Shell Version 070220 Page 3 of 9

9. 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
100
ownership:
ii. Any habitable residence or place of public assembly owned by the
50
permiittee:
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
50
vii. Any well with exception of monitoring wells:
100
viii.Any property line:
50
ix. Top of slope of embankments or cuts of two feet or more in vertical
100
height:
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
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
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
100
100
50
100
50
10, 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.
11. 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.
WQ0031647 Version 1.0 Shell Version 070220 Page 4 of 9

III. OPERATION AND MAINTENANCE REOUIREMENTS
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. No type of wastewater other than that from The Village of Folkstone Subdivision shall be disposed
onto the high -rate infiltration area.
4. 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.
5. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
6. Public access to the land application sites shall be controlled. Methods of controlling public access
may include fencing around the disposal area.
7. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T A 100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0708.
S. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
9. Freeboard in the 5-day upset pond and the infiltration basin shall not be Iess than 2 feet any time.
10. A waste -level gauge, to monitor waste levels in the 5-day upset pond and the infiltration 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 in the 5-day upset pond when installing the gauge.
11. 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.
12. All wastewater shall be routed to the 5-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 5-day holding pond shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day pond prior to discharge to the infiltration
basin.
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IV. MONITORING AND REPORTING REQUIREMENTS
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 1 SA 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.
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. Loading rates to each infiltration site list in Attachment B,
f. Continuous monthly and year-to-date loadings for any
limited in Attachment B for each field, and
g. Weather conditions.
non -hydraulic parameter specifically
6. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the 5-day upset
pond and the infiltration basin shall be recorded weekly.
7. Three copies of all monitoring data [as specified in Conditions IV.3. and IVAJ 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. and IV.6. on Form NDAR-2 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
WQ0031647 Version 1.0 Shell Version 070220 Page 6 of 9

8. 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 the high -rate infiltration area 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 nurnber [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.
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.
WQ0031647 Version 1.0 Shell Version 070220 Page 7 of 9

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.
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 17t� day of July 2007
NORTH
AL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of'the Environmental Management Commission
Permit Number WQ0031749
WQ0031647 Version 1.0 Shell Version 070220 Page 8 of 9

Permit No. WQ0031749
July 17, 2007
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State
of North. Carolina, having been authorized to observe (periodically, weekly, full tine) 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.
WQ0031647 Version 1.0 Shell Version 070220 Page 9 of 9

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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0031749
PPI 001 — WWTP Effluent
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS
Parameter Description - PCS Code
Chloride (as Cl) - 00940
Nitrogen, Ammonia Total (as N) - 00610
Phosphorus, Total (as P) - 00665
Nitrogen, Total (as N) - 00600
Nitrogen, Nitrate Total (as N) - 00620
BOD, 5-Day (20 Deg. C) - 00310
Solids, Total Suspended - 00530
Solids, Total Dissolved - 70300
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
Flow, in conduit or thru treatment plant - 50050
pH'- 00400
Turbidity, HCH Turbidimeter - 00076
Monthly
Average'
4
3
7
10
10
5
14'
100,000
6.0-9.0
mg/l
mg11
mg/1
mg/1
mg/l
Mg/1
mg/l
mg/1
#/100 ml
gpd
S.U.
Weekly
Average
Daily
Maximum`
250
6
15
10
25
10
Version: 1.0
MONITORING
REQUIREMENTS
Measurement Sample
Frequency Type
mg/l
3 X yearn
mg/l
2 X week
2 X week
2 X week
2 X week
mg/1
2 X week
mg/l
2 X week
rng/l
3 X year
#/100 ml
2 X week
Continuous
Daily - weekdays
ntu
Continuous
'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 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.
'The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Composite
Grab
Recorder
Grab
Continuous
WQ0031647 Version 1.0 AttachmentA Page 1 of

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0031749 Version: 1.0
PPI — GW-1— Infiltration Pond Underdrain System Discharge'
MONITORING
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
REQUIREMENTS
Measurement
Sample
Parameter Description — PCS Code
Monthly Weekly
Daily
Frequency
Type
Average' Average
Maximum'
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
a #/100ml
#/100ml
Weekly
Grab
Solids, Total Dissolved - 70300
mg/l
mg/l
3 X years
Grab
Chloride (as Cl) - 00940
mg/l
250
mg/l
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
Mg/1
mg/1
3 X years
Grab
Nitrogen, Nitrate Total (as N) - 00620
mg/l
10
mg/l
Weekly
Grab
Nitrogen, Total (as N) - 00600
mg/1
mg/l
Weekly
Grab
Phosphorus, Total (as P) - 00665
mg/1
mg/l
Weekly
Grab
Flow, in conduit - 50050
gpd
gpd
Continuous
Recorder
pH — 00400
6.5-8.5f S.U.
S.U.
Monthly
Grab
Volatile Organic Compounds (GC/MS) - 78732
Annual
Grab
'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 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.
'The discharge from the pond underdrain system shall be sampled at a point prior to discharge at the location shown in Figure 1.
'The discharge pH shall not be less than 6.5 standard units nor greater than 8.5 standard units.
WQ00316 Jersion 1.0 Attachment A age 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0031749 Version: 1.0
DEUCE INVESTMENTS, INC — THE VILLAGE OF FOLKSTONE SUBDIVISION
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Rate
Yearly
Max
Units
Pond 1
Deuce Investments, LLC
Onslow
340 31' 38`
77029' 39`
0.91
Baymeade
01284 - Application Surface Irrigation
1.261
gpd/ft2
Pond 2
Deuce Investments, LLC
Onslow
34° 31' 38`
770 29' 39`
0.94
Leon
01284 - Application Surface Irrigation
1.216
gpd/fI2
Total
1.85
WQ0031647 Version L0 Attachment B Page 1 of 1.

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WQ0031749
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Janet L. Wilson
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NC77TS
NO 94ELLJN05 OR PLACES OF PUSUC ASSEMBLY
CU47REH7LY WrTNim 500 Or ANY WASTEWATER
TREATMENr mWPONEPIT
AD WEI-LS GR SURFXE DRAINAGE IFATURES
rSPRINSS. PORCa LAKES) WaNIN 300 FEET
EXCPr TURKEY CREEK ISA-ORW) AS SiDWN.
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J4CKSONWLLi
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Le LEON
m MUCKAu'6
'01VZC-41' WET"Vo BOLWa4Rr
THE VILLAGE OF FOLKSTONE
WASTEWATER TREATMENT SYSTEM
SITE,
SOILS and
I SETBACK MAPS
ASSOCIATES
LLYYSLfIlMG a and PLANNERS
114
L
PAT
I'- Igo'
owet,
WTE
01 aUNE 2007

p�Qt br ass.
STATE OF NORTH CAROLINA
COUNTY`
AQUIFER PROT 'CTION SECTI
Permit No. W a 0 (3 -3 t _"'q
J U N 1 2 Z007 OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this g 1-14 day of
__ a-LnIC _ Zoa7 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Z7CUC C . 7►V VaS7—AtEA" I TNC • , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
I. The DEVELOPER is the owner of the certain lands lying in 0NSL0Y4 County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as _r 1 JC V I L L4 64� 6 r �'a t_ K $rZ)At ',. Syg 1>101;1011/ (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 shall create unit ownership in said dwellings units, other improvements
and lands through fling 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 (Unit Owners' Association) rr ' �I/!»G�#COE pF F04!! T6 0 Npq (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
Ca
Alm Wr� , . ., Dircctor
Division of Water Quality
(Date)
-12 EUCE - 0 T_./ (
Name of DEVELOPER
B
(Signature)
poD J bA/65 4,11 c '1Z)E4/T
Print Name and Title
(Date)
6/B/o?