WQ0003044_Final Permit_20070322

C•�O� W rF�QG Michael F. Easley, Governor
William G. Ross Jr,, Secretary
t J r North Carolina Department of Environment and Natural Resources
0 T Alan W. Klimek, P.E. Director
Division of Water Quality
March 22, 2007
Nick Crane - Manager
Dunescape Villas COA, Inc.
P.O. Box 4455.
Emerald Isle, North Carolina 27594
Dear Mr. Crane:
Subject. Permit No. WQ0003044
Dunescape Villa Condominiums
Wastewater Treatment and High
Rate Infiltration System
Carteret County
In accordance with your permit modification request received September 14, 2006, and
subsequent additional information received December 6, 2006 and February 7, 2007 we are forwarding
herewith Permit No. WQ0003044, dated March 22, 2007, to Dunescape Villas COA, Inc. for the
construction and continued operation of the subject wastewater treatment and high rate infiltration
facilities. This permit modification addresses the replacement of a wastewater treatment process train at
the facility. This action was required by the Division to address previous concerns related to system
reliability and groundwater quality issues.
This permit shall be effective from the date of issuance until February 29, 2012, shall void Permit
No. WQ0003044 issued July 14, 2006, 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. In addition, please pay special attention to the following item:
Condition I.2. requires that a signed Homeowner's Association Operational Agreement be
submitted to the Division within 30 days of permit issuance. For your convenience, a blank
Operational Agreement is attached to this permit. You may also download a copy of a blank
Operational Agreement (Form HOA 09-06) at the following web address:
hn://h2o.enr.state.nc.us/lau/applications.btmt.
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.
Noe Carolina
VWAM"!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]I
Internet: www.newatergpalitLorg Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50%Recycled/l0%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 [phone] or [e-mail].
Sincerely
-/-Afan W. Klimek, I'.
cc: Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
James R. Butler, P.E. — JRB Engineering Associates, PLLC
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
DUNESCAPE VILLAS COA, INC.
Carteret County
FOR THE
construction and operation of a 55,000 gallon per day (GPD) wastewater treatment and high rate
infiltration disposal facility consisting of 1760 linear feet of 8-inch gravity sewer (existing), a 150 gallon
per minute (gpm) dual influent pump station (existing), 247 linear feet of 4-inch force main (existing),
one (1) fine screen with 3 mm spacing, one (1) grit classifier, one (1) flow splitter box, one (1) aerated
28,860 gallon flow equalization basin (existing), one (1) 5,300 gallon anoxic basin with a 1.2 horsepower
(hp) submersible mixer, one (1) 11,500 gallon aeration basin with two (2) 171 cubic foot per minute (cfm)
aeration blowers and two (2) 94 cfm air scour blowers, one (1) 443 gallon membrane bioreactor unit with
two (2) membrane modules and a total membrane filtration area of 6450 ft2, one (1) 12,000 gallon aerated
sludge holding tan (existing), one (1) ultraviolet disinfection unit with 6 lamps, a flow meter, two (2) 100
gpm permeate discharge pumps, one (1) 5,082 gallon dosing tank with a 200 gprn dosing pump, three(3)
rotary distributors each with a diameter of 65 feet, and one (1) 100 Kilowatt (KW) standby generator; and
continued operation of a back up process train consisting of one (1) 55,000 gallon aeration basin, one
5,082 gallon dual hopper clarifier, two (2) tertiary filters each with a surface area of 15 ft , one (1) 3,750
gallon combined clearwell and chlorine contact tank with tablet chlorinator,
to serve Dunescape Villas Condominiums, with no discharge of wastes to the surface waters, -pursuant to
the application received September 14, 2006, and subsequent additional information received by the
Division of Water Quality (Division), and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 2012, shall void Permit
No. WQ0003044 issued July 14, 2006, and shall be subject to the following specified conditions and
limitations:
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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 coin leted in phases and partiallycertified you shall retain the res onsibili to track further
construction approved under the same permit, and shall provide a final certificate of completion once
the entire proiect has been completed. Mail the Certification to the Aquifer Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. Within 30 days of permit issuance, the Perrnittee shall complete and submit a signed Homeowner's
Association Operational Agreement (Form HOA 09-06). The Operational Agreement shall be sent to
the N.C. Division of Water Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh,
N.C. 27699-1636. The Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this permit.
3. The Wilmington 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. .
4. Within sixty (60) days of permit issuance, 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.
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.
5. 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.
6. 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.
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11 PERFORMANCE STANDARDS
1. The high rate infiltration facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions 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.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system. -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0400. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 02T
.0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and any contravention of the groundwater standards or surface water
standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e., 365
days a year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewers shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1C.
h. A grease control program is in place.
i. Right-of-ways and easements are maintained.
j. Inspection and maintenance records shall be maintained for a period of at least three years.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L .0100,
Groundwater Classifications and Standards. This disposal system was individually permitted prior to
December 30, 1983; therefore, the compliance boundary is established at either 500 feet from the
waste disposal area, or at 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 1 SA NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
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In accordance with 15A NCAC 02L ,0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
9. 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 A 106.
10. The facilities permitted herein must be constructed according to the following setbacks, which are
those that were in place at the time of original permit issuance:
a. The setbacks for Infiltration sites shall be as follows (all distances in feet):
i. Between high rate infiltration unit and any surface water body: 100
I Between high rate infiltration unit and any drainage ditch that is normally dry: 25
b. The setbacks for treatment facilities shall be as follows (all distances in feet):
i. Between treatment facilities and adjacent property under separate ownership, 10
developed or undeveloped:
ii. Between treatment facilities and on on -property residential units if these units 10
are to be sold (i.e. condominiums, residential subdivision houses, etc.):
11. The Operational Agreement (see attached) between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all
sanctions provided by North Carolina General Statutes § 143-215.6A to § 143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this permit.
12. A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding the
loading rates of the green area. A "green area", as defined in 15A NCAC 02H .0404 (g)(7), is an area
suitable for waste disposal, either in its natural state or which has been modified by planting a
vegetative cover of grasses or low growing shrubbery.
13. This permit shall become voidable if the soils fail to adequately assimilated the wastes, and may be
rescinded unless the facilities are installed, maintained, and operated in a manner which will protect
the assigned water quality standards of the surface waters and ground waters. The ponding of
wastewater on the surface of the distribution field when the dosing cycle commences shall be
considered as evidence of failure of the soils to adequately assimilate the wastewater. Additionally,
such failure shall be interpreted as a violation of this permit condition.
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. Within one (1) year of permit issuance, the Permittee
shall develop and implement 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 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 operators) 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.
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3. Vegetative growth shall be kept out of the rotary distribution areas at all times. All vegetation must
be removed manually so that minimal disturbance will occur to the disposal area.
4. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater outside of the high rate infiltration disposal area.
5. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
6. No type of wastewater other than that froze. Dunescape Villas Condominiums shall be applied onto
the infiltration area,
7. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
8. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
9. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall. maintain a residual management plan pursuant to 15A
NCAC 02T .0708.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11. The application rates for the high rate infiltration system shall not exceed that shown in Attachment
B.
12. The rotary distribution fields shall be raked twice weekly during the months of April through October
and once a week during the months of November through March.
13. The screenings removed from the wastewater treatment plant shall be properly disposed in a sanitary
landfill or by other means that have been approved by this Division.
14. The application of chemicals to the distribution field(s) is expressly prohibited.
15. Diffusers shall be cleaned as needed to ensure that adequate aeration is provided. Records of this
maintenance shall be maintained by the Pcrmittee.
16. The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the plans
and specifications approved by the Division.
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.
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.
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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. Monitor wells MW-1, MW-I, MW-5, and MW-6 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. Allmapping, well construction forms,
well abandonment forms, and monitoring data shall refer to the permit number and the well
nomenclature as provided in Attachment C and Fi ure_2_.
6. 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.
7. A record shall be maintained of all residuals removed from this facility. The record shall include the
name of the hauler, the permit authorizing the disposal or a letter from a municipality agreeing to
accept the residuals, the date the residuals were hauled, and the 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 including dissolved oxygen in the aeration basin and at the clarifier weir;
b. Visual observations of the plant and plant site;
c. Record of preventative maintenances (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; and
f. Date fields were raked and arms inspected,
9. Three (3) copies of all monitoring data [as specified in Conditions IV. 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.
71 on Form NDAR-2 for every infiltration site 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
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10. 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 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.
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 convective 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.
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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 form(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).
Permit issued this ft/12nd Day of March, 2007
NORTH C L1NA ENV NTAL MANAGEMENT COMMISSION
� lan W . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0003044
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Permit No. WQ0003044
March 22, 2007
ENGINEER'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 permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
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ATTACHMENT A - EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
PPI 002 WWTF Effluent
Permit Number: WQ0003044 Version 4.1
EFFLUENT CHARACTERISTICS
EFFLUENT
MONITORING REQUIREMENTS
LIMITS
Parameter Description - PCS Code
Monthly Average
Weekly Daily Maximum
Measurement
Sample Type
Average
Frequency
Flow, in conduit or thru treatment plant - 50050
55,000
gpd
Continuous
Recorder
BOD, 5-Day (20 Deg. C) - 00310 - Winter
10
149/1
Monthly
Composite
BOD, 5-Day (20 Deg. C) - 00310 - Summer
10
mg/l
2 X month`
Composite
Solids, Total Suspended - 00530 - Winter
20
mg/1
Monthly
Composite
Solids, Total Suspended - 00530 - Summer
20
m9/1
2 X month`
Composite
Nitrogen, Ammonia Total (as N) - 00610 - Winter
4
mg/1
Monthly
Composite
Nitrogen, Ammonia Total (as N) - 00610 - Summer
4
mg/l
2 X montY
Composite
Nitrogen, Total (as N) - 00600 - Winter
10
mg/1
Monthly
Composite
Nitrogen, Total (as N) - 00600 - Summer
10
m9/1
2 X month`
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 - Winter
14b
#/100MI
43 #/100ml
Monthly
Grab
(geom.mean)
Coliuform, Fecal MF, M-FC Broth,44.5C - 31616 - Summer
14b
#/100m1
43 #/100ml
2 X month`
Grab
(geom.mean)
Chlorine, Total Residual - 50060
5 X week
Grab
Carbon, Tot Organic (TOC) - 00680 - Summer
3 X years
Grab
Chloride (as Cl) - 00940 - Summer
3 X years
Grab
Solids, Total Dissolved - 70295 - Summer
3 X year
Grab
Solids, Settleable - 00545
5 X week
Grab
Nitrogen, Nitrate Total (as N) - 00620 - Summer
3 X year
Grab
pH - 00400
6.0
S.U.
9.0 (max) S.U.
3 X yeard
Grab
(min)
Winter: November 1 - March 31
Summer: April I - October 31
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during reporting period.
2 x month sampling frequency only during the months of April through October. During the remainder of the year, these parameters shall be monitored monthly.
d 3 x year sampling shall be conducted during March, July, and November.
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ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Version: 4.1
Dunescape Villas COA lnc
Permit Number: WQ0003044 Version: 4.1
Field/Zone Id
Owner
County
Latitude
Longitude
Net Acreage
Parameter
Rate
01
Dunescape Villas Coa Inc
Carteret
34041'09"
76046'25"
.08
01284 - Application Surface Irrigation
6 gpd/sf
02
Dunescape Villas Coa Inc
Carteret
34041109"
76046125"
.08
01284 - Application Surface Irrigation
6 gpd/sf
03
Dunescape Villas Coa Inc
Carteret
34"41'09"
76°46'25"
.09
01284 - Application Surface Irrigation
6 gpd/sf
Total
0.24
Attachment B Shell Version 070117 Page 1 of 2

THIS PAGE BLANK
Attachmei.. . ell Version 070117 age 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring Wells MW-I, MW-4, MW-5, and MW-6
CHARACTERISTICS LIMITS
Parameter Description - PCS Code Daily Minimum Daily Maximum
Permit Number: WQ0003044 Version 4.1
MONITORING REQUIREMENTS
Unit Frequency Measurement Footnotes
Water level, distance from measuring point - 82546
3 X year
Calculated
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Solids, Total Dissolved- 180 Deg.0 - 70300
500.00
Mg/l
3 X year
Grab
Carbon, Tot Organic (TOC) - 00680
3 X year
Grab
Chloride (as Cl) - 00940
250.00
mg/1
3 X year
Grab
Nitrogen, Ammonia. Total (as N) - 00610
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
10.00
mg/1
3 X year
Grab,
Volatile Compounds, (GC/MS) - 78732
Annually
Grab
pH - 00400
6.5 (min) 8.5 (max)
s.u.
3 X year
Grab
1. 3 x year monitoring shall be conducted in March, July, and November. Annual monitoring shall be conducted every November.
1,2,3
1
1
1
1
1
1
1,4
1,2
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the
surveyed point on the top of the casing. The measurement of pH shall be made after purging and prior to sampling for the remaining
parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point
for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
(A) Standard Method 6230D, PQL at 0.5 ug/L or less
(B) Standard Method 621 OD, PQL at 0.5 ug/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
(E) Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
(3) The method used must provide a PQL of 0.5 ug/L or less that must be supported by laboratory proficiency studies as required
by the DWQ Laboratory Certification Unit. Any constituents detected above the MDL but below the PQL of 0.5 ug/L must
be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington
Regional Office Aquifer Protection Supervisor, telephone number [phone], must be contacted immediately for further instructions
regarding any additional follow-up analyses required.
Attachment C Shell Version 070117 Page 1 of 2

6. if TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional sampling and analysis must be
conducted to identify the individual constituents comprising this TOC concentration. If the TOC concentration as measured in the
background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and
analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in this attachment and Figure 2.
Attachmeli ill Version 070117 age 2 of L

m
17
0 Light
ocp Pole
mbrig
o DaybeErcon INTRACDASTAL
DaybBacan
SCALE IN FEET -
'0 2,000 4,000
File 2
WQ0003044
SITE LOCATION MAP
WATERWAY
DolpKn
i—r 77
=—x
&)Isle
a.

Figure 2 — Dunescape Villas Condominiums — WQ0003044
Site Layout
Ff0001SD 5.d { N mw p4 0
.K w'`� 6' C.L.F. ' X'S
7J 311 f _ RASTER -,--------------
TER, M1
1 TREATMENT PLANT x i
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0 MW a X---=--
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b ! x b_3+ FS
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m
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+ 7.7 �.
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x WOOD j \\ FfNCF f" r x ~ R.,W
iHLi 5' \ .v ` 5 P-P. x \\� 5 RAW
x 6' N:iOO ,� �
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8 m a
n w F
HifY 58 (PROJECT 8.221541i1) \
N.C.
0 MW NI