WQ0000165_Final Permit_20070116

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Michael F. Easley, Governor
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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Alan W. Klimek, P.E. Director
Division of Water Quality
January 16, 2007
Terry K. Barbour
Sands Villa Utilities, Inc.
1400 East Fort Macon Road
Atlantic Beach, North Carolina
Subject: Permit No. WQ0000165
Sands Villa Utilities, Inc.
Sands Villa Resort
Wastewater Rotary Distributor Facilities
Carteret County
Dear Mr. Barbour:
In accordance with your permit modification request received September 11, 2006, and subsequent
additional information received October 4, 2006, we are forwarding herewith Permit No. WQ000165, dated
January 16, 2007, to Sands Villa Utilities, Inc. for the construction and continued operation of the subject
wastewater treatment and high rate infiltration facilities.
This permit shall be effective from the date of issuance until December 29, 2011, shall void Permit No.
WQ000165 issued May 31, 2005, 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 thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Matthew Fleahman at (919) 715-6 3.
Sincerely
11�Alan W. Klimek, P.E.
cc: Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
Gary MacConnell, P.E. — MacConnell & Associates, P.C.
Technical Assistance and Certification Unit
APS Central Files
LAU Files one
NorthCarolina
atuna!!y
North Carolina Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: www.ncwaterquality.org 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/ 10% Post Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION 0
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
Sands Villa Utilities, Inc.
Carteret County
FOR THE
construction and operation of a 43,000 gpd wastewater treatment facility consisting of a 10,750 gallon flow
equalization tank with a 1'/4" manual cleaned bar screen, 3/4"coarse bubble diffusers, dedicated 30 cfin blower
and dual '/i hp (65gpm @19' TDH) pumps, flow splitting device, dual train 27,000 gallon sequencing batch
reactors each with %"coarse bubble diffusion, two (2) 15 hp 383 cfm blowers, ''/z hp WAS pump (100 gpm @
15' THD), two submersible mixers and floating decanters, a 6,450 gallon post equalization tank, with dual '/�
hp pumps (65 gpm @ 19' TDH) and high water alarm, dual 48 square feet Pyradeck upflow filters with 0.4 hp
submersible dewatering pumps, dual Trojan Model 3000 PTP UV disinfection units, an effluent pumping
station with tank used for high rate filter dosing and filter clearwell including dual 60 gpm (0.75 hp) pumps
(for rotary system option), dual 60 gpm (0.5 hp) pumps (for spray irrigation option), or dual 100 gpm (0.5 hp)
pumps (for low pressure pipe option), a '/z hp wash water pump, two 80 gallon fiberglass pressure tanks, a
"non -drinkable water" yard hydrant, an effluent flow meter, a turbidity meter, an 11,000 gallon sludge
holding tank with coarse bubble diffusers and dedicated 2 hp 40 cfm blower including a gravity decanting
pipe, a 100 KW auxiliary generator with automatic transfer switch, alarms, pipes, valves and treatment system
controller.
subsequent abandonment of a 43,000 gpd wastewater treatment and rotary distributor facility consisting of a
10,627 gallon aerated flow equalization basin with dual submersible pumps, dual 37,965 gallon aeration
basins (each with a 6,250 gallon clarifier), a 7,755 gallon sludge holding tank, two (2) 188 cfin blowers with a
standby unit, a 75,000 gpd capacity tertiary filter system, a 1,562 gallon capacity chlorine contact tank with a
tablet type chlorinator, and a 5,000 gallon effluent dosing tank with dual 195 gpm submersible pumps.
continued operation of the two (2) high rate irrigation fields (each with a diameter of 100 feet), each
consisting of one of the following: the repaired or replaced rotary distributors; twelve (12) 'h"sprinkler head
irrigation system with 3" supply lines; or a low pressure pipe distribution system with two (2) 6" header
pipes, thirty four (34) 1'/4" lateral pipes with orifice shields and a 5" and 9 5/8" orifice spacing.
continued operation of a wastewater collection system consisting of approximately 1,448 linear feet of 8 -inch
gravity sewer, a 195 gpm pump station with dual pumps, high water alarm, standby power, approximately 500
linear feet of 4 -inch force main, and all the associated piping, valves, and appurtenances to serve Sands Villas
Resort and Island Quay Subdivision, with no discharge of wastes to the surface waters, pursuant to the
renewal request received September 11, 2006, and subsequent additional information received by the
Division, and in conformity with the project plan, specifications, and other supporting data subsequently filed
and approved by the Department of Environment and Natural Resources and considered a part of this permit.

'This permit shall be effective from the date of issuance until December 29, 2011, shall void Permit
No. WQ000165 issued May 31, 2005, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification must
be received from a professional engineer certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting materials. If
this project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. Mail the Certification to the Land
Application Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
2. The Wilmington Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in-place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective actions, including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment or disposal facilities.
4. This permit shall become voidable if the soils fail to adequately assimilate 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.
5. The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
6. Adequate measures shall be taken to divert stormwater from the high rate infiltration area and to
prevent wastewater runoff.
7. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
8. Effluent from the facility shall only be distributed to the high rate infiltration fields. The connection
of effluent from the facility to the existing Sands Villa irrigation system is prohibited.
9. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.
10. The following buffers shall be maintained:
a. 10 feet between high rate infiltration unit and any on -property residential units that are to be sold
(e.g., condominiums, subdivisions),
b. 500 feet between high rate infiltration unit and any impounded public surface water supply or
public shallow (less than 50 feet deep) ground water supply,
c. 100 feet between high rate infiltration unit and any private or public water supply source,
d. 200 feet between high rate infiltration unit and any streams classified as WS or B,
e. 200 feet from mean high water between high rate infiltration unit and any "SA" or "SB" classified
surface waters,

f. 200 feet from normal high water between high rate infiltration unit and any other stream, canal,
marsh, or coastal waters,
g. 200 feet from normal high water between high rate infiltration unit and any Class I or Class R
impounded reservoir used as a source of drinking water,
h. 200 feet between high rate infiltration unit and any other lake or impoundment, 0
i. 200 feet between high rate infiltration unit and any Drainage systems (ditches, drains, surface
water diversions, etc.) and from any groundwater lowering and surface drainage ditches,
j. 50 feet between high rate infiltration unit and property lines,
k. 50 feet between treatment units and property lines, and
1. 50 feet between high rate infiltration unit and public right of ways.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities which are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the high rate infiltration areas and apply in instances in which the sale of
property would cause any of the buffers now complied with, for the treatment and disposal facilities,
to be violated. The applicant is advised that any modifications to the existing facilities will require a
permit modification.
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 2H .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.
II. OPERATION AND MAINTENANCE REQUIREMENTS 0
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and spray irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit
the facilities in accordance with 15A NCAC 8G .0204 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. The application rates for the high rate infiltration system shall not exceed 10 gpd/ft'.
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, which result from the
operation of this facility.
5. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
6. The rotary distribution fields `shall be raked twice weekly during the months April through October
and once a week during the months of November through March.
7. 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. 0
8. Vegetative growth must 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.

NOR
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9. ' The application of chemicals to the distribution field(s) is expressly prohibited.
10. An automatically activated standby power source shall be on site and operational at all times. If a
generator is employed as an alternate power supply, it shall be tested weekly by interrupting the
primary power source.
11. Diffusers shall be cleaned as needed to ensure that adequate aeration is provided. Records of this
maintenance shall be maintained by the Permittee.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDMR.
The Permittee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. Records of flow measurement device calibration shall be
kept on file by the Permittee for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
C. Percent from true flow
3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
a c
Parameter Monthly Average Daily Maximum
Flow 0.043 MGD
BODS (5 -day, 20°C) 10 mg/1
NH3 as N 4 mg/l
TSS 20 mg/l
Total Nitrogen 10 mg/1
b
Fecal Coliform 14 per 100 ml 43 per 100 ml
The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
a Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected
during the reporting period.
b Monthly average for fecal coliform shall be the geometric mean of all samples collected during the
reporting period.
C
Daily maximum shall be the maximum value of all samples collected during the reporting period.
4

4. The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior
to discharge to the rotary distributors for the following parameters:
Parameter
Sampling Point
Sampling Frequency
Type of Sample
/Flow
Influent or Effluent
Continuous
Recording
-"BODS (5 -day, 20°C)
Effluent
*2/Month
Composite
NH3 as N
Effluent
*2/Month
Composite
✓TSS
Effluent
*2/Month
Composite
-'Fecal Coliform
Effluent
*2/Month
Grab
'Settleable Matter
Effluent
Daily
Grab
-Residual Chlorine
Effluent
Daily
Grab
`NO3
Effluent
**Triannually
Grab
- TDS
Effluent
* *Triannually
Grab
-TOC
Effluent
**Triannually
Grab
Total Nitrogen
Effluent
**Triannually
Grab
Chloride
Effluent
* *Triannually
Grab
-pH
Effluent
**Triannually
Grab
* 2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
** Triannually sampling shall be conducted during March, July, and November.
If Groundwater sampling indicates or predicts problems with compliance with of the Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
5. Three (3) copies of all monitoring data (as specified in condition III 2 and III 3) on Form NDMR-1 1
and three (3) copies of all operation and disposal records (as specified in condition lII 4) on Form
NDAR-2 shall be submitted on or before the last day of the following month. All information shall
be submitted to the following address:
NCDEIVR-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
6. 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.
7. 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 maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.);
d. Date of calibration of flow measurement device;
e. Date and results of power interruption testing on alternate power supply; and
f. Dates fields were raked and arms inspected.
5

8. ' Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (9 10)
792-7215, 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 basin or tank, the known passage of a slug of hazardous substance through the
facility, or any other unusual circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, aerators,
compressors, etc.;
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass of all or
any portion of the influent to such station or facility; or
d. Any time that self-monitoring information indicates that the facility is not in compliance with its
permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
114W 1. Sampling Requirements:
a. Existing monitoring wells MW -3, MW -4, MW -5 and MW -6 shall be sampled every March, July
and November for the following parameters:
Water Level pH
Chlorides Total Dissolved Solids (TDS)
Fecal Coliforms Total Organic Compounds (TOC)
Nitrate Nitrogen (NO3-N) Total Ammonia (NH3)
Orthophosphate
Volatile Organic Compounds - In November only using one of the following:
Water levels in the groundwater monitoring wells shall be measured prior to sampling the
groundwater for the remaining parameters. The depth to water in each well shall be measured
from the surveyed point on the top of the casing, which shall be surveyed relative to a common
datum.
b. Volatile organic compounds (VOCs) shall be analyzed using one of the following methods:
(A) Standard Method 6230D, PQL at 0.5 ug/L or less
(B) Standard Method 6210D, 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 Division

Any of the referenced methods used for VOCs shall, at a minimum, include all of the constituents
listed in Table VIII of Standard Method 6230D. The method used shall provide a PQL at 0.5 ug/L
or less, which shall be supported by laboratory proficiency studies as required by the Division's
Laboratory Certification Unit. Any constituents detected above the MDL, but below the PQL at
0.5 ug/L, shall be qualified (i.e., estimated) and reported.
c. If total organic carbon (TOC) concentrations greater than 10 mg/l are detected in any
downgradient groundwater monitoring well, additional sampling and analysis shall 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 in this permit.
d. Any laboratory selected to analyze parameters shall be Division -certified for those parameters
required.
2. Reportins /Documentation Requirements:
a. The results of the sampling and analysis shall be received on the most -recent version of
"Groundwater Quality Monitoring: Compliance Report Form" (i.e., GW -59 Form), with copies of.
the laboratory analyses attached, by the Division's Information Processing Unit on or before the
last working day of the month following the sampling month.
b. All reports, maps, and other documents required in the "Groundwater Requirements" section of
this permit shall be mailed to the following address:
NCDENR-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Updated blank reporting and other forms may be downloaded from the web site for the Division's
Aquifer Protection Section at http://Qw.ehnr.state.nc.us/ or requested from the address listed
above.
c. Any person conducting or controlling an activity which is conducted under the authority of a
permit issued by the Division of Water Quality and which results in an increase in the
concentration of a substance in excess of the standards:
I- at or beyond a review boundary, shall demonstrate, through predictive calculations or
modeling, that natural site conditions, facility design and operational controls will prevent a
violation of standards at the compliance boundary; or submit a plan for alteration of site
conditions, facility design or operational controls that will prevent a violation at the
compliance boundary, and implement that plan upon its approval by the Division of Water
Quality.
II- at or beyond a compliance boundary, shall assess the cause, significance and extent of the
violation of standards and submit the results of the investigation, and a plan and proposed
schedule for corrective action to the Wilmington Regional Office Aquifer Protection Section.
The permittee shall implement the plan as approved by and in accordance with a schedule
established by the Aquifer Protection Section. In establishing a schedule, the Groundwater
section shall consider any reasonable schedule proposed by the permittee.

3. Applicable Boundary Requirements:
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is for the
disposal system constructed after December 31, 1983 is established at either (1) 250 feet from the
waste disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste
disposal area. An exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty provisions
applicable under General Statute 143-215.6A(a)(1).
b. In accordance with 15A NCAC 2L, a 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 remediation action on the part
of the permittee.
4. Other Requirements:
V.
Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure 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 maintain
an inspection log or summary including at least the date and time of inspection, observations made,
and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections
shall be maintained by the Permittee for a period of three years from the date of the inspection and
shall be made available to the Division or other permitting authority, upon request.
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. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and
may or may not be approved.

4. 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.
5. The annual administering and compliance fee must be paid by the Permittee 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 as specified by 15A NCAC 02T .0105(e).
6. 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.
7. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state,
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B.0200, erosion and sedimentation control requirements in 15A NCAC Chapter 4 and under
the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under 15A
NCAC 2B.0200 and 2H.0500.
8. A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of this project.
9. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.
Permit issued this tjif 16th day of January 2007 O
NORTH C A ENV NMENTAL MANAGEMENT COMMISSION
i
flan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ000165

Permit No' WQ000165
January 16, 2007
CENGINEER'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
C
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10
Registration No.

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